Post on 04-May-2023
: WESTPORTS MALAYSIA SDN. BHD.
P.O. Box 266,
Pulau Indah,
42009 Port Klang, Selangor.
Tel : 03 3169 4000
Consultant : HSS INTERGRATED SDN. BHD.
Wisma HSS Integrated Sdn Bhd
B1 (1-4), Block B, Plaza Dwitasik,
No. 21, Jalan 5/106, Bandar Sri Permaisuri,
56000 Kuala Lumpur.
Tel : 03 9173 0355
VOL. 1 BORELOG RECORD
Job No. : SG/1281/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 - CT19
AND ITS ASSOCIATED WORKS AT WESTPORTS, PULAU INDAH,
SELANGOR.
FACTUAL REPORT
Client
Tel : 03 9173 0355
Main Contractor: STRATA GEOTECHNICS SDN.BHD.
No:22 Jalan P4/8,Seksyen 4,
Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan
Tel : 03 8724 2829, 03 8724 2830 Fax : 03 8724 2824
Date Prepared : 28th February 2019
Master Copy Distribution
1 6 Hong Li
Checked by:
C.W. Yee
Prepared by:Issued Date
28th February 2019-
Serial No.
-
Inv. No
STRATA GEOTECHNICS SDN. BHD
We specialized in Micropile, Slope Stabilzation, Ground Improvement, Soil Investigation,Waterwell, StructuralRepair and Laboratory Testing
Strata Geotechnics Sdn. Bhd.
CONTENTS
DESCRIPTIONS PAGE
1.0 INTRODUCTION 1
2.0 OBJECTIVES 1
3.0 SCOPE OF WORKS 2
4.0 GUIDELINE OF PRACTICE 2
5.0 FIELD EXPRORATIONS 3
6.0 LABORATORY TEST 5
7.0 SUMMARY OF WORK 6
APPENDIX:
APPENDIX A BOREHOLE LOCATION PLAN
APPENDIX B ENGINEERING BOREHOLE RECORDS
APPENDIX C MACKINTOSH PROBE RECORDS
APPENDIX D LABORATORY TEST RESULTS
APPENDIX E SITE PHOTOGRAPH
Strata Geotechnics Sdn. Bhd.
1
1.0 INTRODUCTION
This report presents the results of the soil investigation carried out for the project “PROPOSED
EXPENSION OF CONTAINER TERMINAL CT10 - CT19 AND ITS ASSOCIATED WORKS AT
WESTPORTS PULAU INDAH SELANGOR.”.
Strata Geotechnics Sdn. Bhd. was appointed by the client Westports (M) Sdn. Bhd. to carry out the
above-mentioned works.
The consulting engineer for the above-mentioned project was HSS Integrated Sdn. Bhd.
Field work was carried out on 21st
September 2018 for soil investigation works and was completed on
22nd
January 2019. Whilst, for Mackintosh Probe Test was carried out on 28th September 2018 and 13
rd
October 2018.
This report contains the factual sub-surface information recorded in the field and laboratory test results of
selected soil samples. Borehole location plan is shown in ‘Appendix A’. The results are recorded as
shown in ‘Appendix B’ for Borehole Test, ‘Appendix C’ for Mackintosh Probe Test records and
‘Appendix D’ for laboratory test results.
2.0 OBJECTIVES
The main objectives of this soil investigation are to: -
(1) To determine the geotechnical engineering properties of the subsoil condition at
the proposed site for foundation design, by conducting in-situ test and collecting
disturbed and undisturbed soil samples for laboratory testing, required for design
and construction works.
(2) To carry out soil investigation works at Westports Pulau Indah, Selangor for
development purposed.
Strata Geotechnics Sdn. Bhd.
2
3.0 SCOPE OF WORKS
The scope of work for the project consists of Borehole Drilling, Standard Penetration Test, Mackintosh
Probe Test, and Laboratory Testing.
In soil investigation works for Westports Pulau Indah, Selangor;
• The proposed locations for soil investigation works is as shown in the drawing in ‘Appendix A’
for;
� FORTY (40) Boreholes, BH1 – BH40.
• SPT were carried out at 1.5meter intervals on all the boreholes to determine the soil bearing
capacity and disturbed split spoon samples were obtained from the boreholes.
• Disturbed samples were taken at various depths along the boreholes for visual examination and
subsequent laboratory testing.
• Undisturbed sampling of 50mm diameter on soft to medium stiff clay.
• Laboratory testing on selected samples, classification and strength test were carried out.
• Prepare and submit a factual report documenting the findings of the investigation report.
In mackintosh probes test works for Westports Pulau Indah, Selangor.
• 30 numbers of Mackintosh probes were carried respectively at the locations specified by the
client’s consultant
4.0 GUIDELINE OF PRACTICE
The soil investigation work was carried out in compliance and accordance to the
followings:
(1) British Standard Code of Practice BS: 5930-2015 (formerly CP2001:1957)
“Site Investigations”.
(2) British Standard Code of Practice BS1377-1990 “Method of Test for Soil for
Civil Engineering Purposes”.
Strata Geotechnics Sdn. Bhd.
3
5.0 FIELD EXPLORATION
5.1 ROTARY WASH BOREHOLES
I. BORING MACHINE
The borehole was advanced by using a multispeed rotary boring machine. Rotary Wash boring
method is used to advance the borehole. Disturbed and Undisturbed soil samples (if any) shall be
collected where necessary. HW size (100mm o.d.) casing is used for first 36.00m and continue with
NW size (75mm o.d.) casing to prevent wall collapsing.
II. STANDARD PENETRATION TEST (SPT)
SPT was carried out at an interval of 1.5m by driving a split spoon of 50mm diameter into the soil
by using a 65kg hammer free falling over a height of 760mm. The numbers of blows for the initial
150mm was recorded as seating blows and the following numbers of blows for the next 300mm
penetration is recorded as the N value (or the blow count) of the soil strata encountered.
III. SAMPLING
Disturbed soil samples were obtained by using a split spoon sampler and it were sealed in
polythene bag for visual examination, logging and for classification testing. Undisturbed samples
were collected where very soft to firm cohesive materials is encountered in boreholes. The sampler
which has an I.D. of approximately 70mm is secured in a steel tube of 1000mm long of which
both ends of the tube be sealed with wax, capped and shall be transported to the laboratory for
testing.
IV. GROUNDWATER MEASUREMENT (G.W.L.)
The groundwater level in borehole was monitored daily during the period of field operation. It is to
inspect the groundwater resource, where it is, how much volume it contains and at what depth it is
located.
Strata Geotechnics Sdn. Bhd.
4
5.2 MACKINTOSH PROBES TEST
I. INTRODUCTION
This write-up describes the test methodology, equipment and interpretation of Mackintosh Probe
Test.
II. EQUIPMENT
The Mackintosh Test equipment consists of a cone penetrometer with a 30oC apex, which is
connected to a 12mm diameter rod of 1200mm length. At the other end of the rod, a hammer,
which consists of a drive head, drop hammer, guide rod and an end stop is attached as shown in
Figure 1. For tests at depth more than 1200mm, additional rods shall be connected with a coupler
tightly. The hammer is detached to make way for this extension. When rod had been extended, the
hammer is then re-attached at the top end of the rods. Repeat the same process for further
extensions until refusal or specified depth.
The weight of the hammer is 4.5kg and the free drop height is 300mm.
The probe has been designed to the recommended method for static and dynamic penetrometer
tests of the European Group Subcommittee (1968).
III. TEST METHODOLOGY
The test is carried out by driving the hammer at a specified drop height along a guide rod. The
total number of blows required for a penetration of 300mm is recorded. The test is terminated
when the number of blows/300mm has reached 400. The probe, depending on the ground
condition, can be used up to a depth of 12m.
Strata Geotechnics Sdn. Bhd.
5
IV. TEST INTERPRETATION
The correlations of allowable bearing capacity against penetration resistance are given Figure 2.
The test however has it limitation due from the fact that the rod is driven into the ground with
limited energy and thus would be unable to penetrate through hard layers (medium strength
material and gravelly ground greater than 300mm thick).
6.0 LABORATORY TEST
The laboratory test was conducted in accordance to BS: 1377: Part 1990 on selected soil samples
selected by the consultant engineer.
(1) Moisture Content Determination
(2) Bulk Density
(3) Specific Gravity
(4) Atterberg Limit Determination
(5) Particle Size Determination.
(6) Sieve and Hydrometer Analysis.
(7) Consolidated Drained Triaxial Test
(8) Chemical Analysis
Figure 2
Strata Geotechnics Sdn. Bhd.
6
7.0 SUMMARY OF WORK
Table 1: Summary of Work Done (Borehole)
PROJECT: PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 – CT19 AND ITS
ASSOCIATED WORKS AT WESPORTS PULAU INDAH SELANGOR
BOREHOLE
NO. DATE STARTED
DATE
COMPLETED
FINAL BOREHOLE
TERMINATION (M)
BH 1 14/11/2018 16/11/2018 60.45
BH 2 18/11/2018 20/11/2018 60.45
BH 3 05/12/2018 08/12/2018 60.45
BH 4 10/12/2018 12/12/2018 60.45
BH 5 14/12/2018 16/12/2018 60.45
BH 6 09/11/2018 12/11/2018 60.45
BH 7 27/11/2018 02/12/2018 60.45
BH 8 18/12/2018 22/12/2018 60.45
BH 9 02/11/2018 06/11/2018 60.45
BH 10 25/10/2018 27/10/2018 60.45
BH 11 21/09/2018 26/09/2018 60.45
BH 12 25/11/2018 29/11/2018 60.45
BH 13 20/12/2018 22/12/2018 60.45
BH 14 01/01/2019 03/01/2019 60.45
BH 15 12/12/2018 14/12/2018 60.45
BH 16 08/12/2018 10/12/2018 60.45
BH 17 16/12/2018 18/12/2018 60.45
BH 18 04/12/2018 06/12/2018 60.45
BH 19 13/11/2018 17/11/2018 60.45
BH 20 20/11/2018 23/11/2018 60.45
BH 21 26/11/2018 28/11/2018 60.45
BH 22 30/11/2018 02/12/2018 60.45
BH 23 08/12/2018 10/12/2018 60.45
BH 24 04/12/2018 06/12/2018 60.45
BH 25 30/11/2018 02/12/2018 60.45
BH 26 26/11/2018 28/11/2018 60.45
BH 27 12/11/2018 17/11/2018 60.45
BH 28 09/01/2019 11/01/2019 60.45
BH 29 05/01/2019 07/01/2019 60.45
BH 30 09/01/2019 11/01/2019 60.45
BH 31 20/12/2018 22/12/2018 60.45
BH 32 12/12/2018 14/12/2018 60.45
BH 33 16/12/2018 18/12/2018 60.45
BH 34 18/01/2019 20/01/2019 60.45
BH 35 13/01/2019 15/01/2019 60.45
BH 36 13/01/2019 16/01/2019 60.45
BH 37 17/01/2019 19/01/2019 60.45
BH 38 15/01/2019 16/01/2019 60.45
BH 39 20/01/2019 22/01/2019 60.45
BH 40 18/01/2019 20/01/2019 60.45
Strata Geotechnics Sdn. Bhd.
7
Table 2: Summary of Work Done (Mackintosh Probe Test)
PROJECT: PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 – CT19 AND ITS
ASSOCIATED WORKS AT WESPORTS PULAU INDAH SELANGOR
TEST REF. NO. DATE STARTED DATE
COMPLETED FINAL DEPTH (m)
MP 1 12/10/2018 12/10/2018 14.10
MP 2 12/10/2018 12/10/2018 13.20
MP 3 12/10/2018 12/10/2018 12.00
MP 4 12/10/2018 12/10/2018 11.40
MP 5 12/10/2018 12/10/2018 12.60
MP 6 13/10/2018 13/10/2018 12.00
MP 7 13/10/2018 13/10/2018 11.10
MP 8 13/10/2018 13/10/2018 12.60
MP 9 13/10/2018 13/10/2018 11.40
MP 10 13/10/2018 13/10/2018 10.10
MP 11 02/10/2018 02/10/2018 12.60
MP 12 02/10/2018 02/10/2018 10.50
MP 13 02/10/2018 02/10/2018 13.20
MP 14 01/10/2018 01/10/2018 12.30
MP 15 01/10/2018 01/10/2018 8.10
MP 16 01/10/2018 01/10/2018 7.80
MP 17 29/09/2018 29/09/2018 10.20
MP 18 02/10/2018 02/10/2018 8.10
MP 19 02/10/2018 02/10/2018 7.80
MP 20 01/10/2018 01/10/2018 10.20
MP 21 01/10/2018 01/10/2018 8.10
MP 22 29/09/2018 29/09/2018 11.40
MP 23 29/09/2018 29/09/2018 12.00
MP 24 29/09/2018 29/09/2018 10.80
MP 25 29/09/2018 29/09/2018 12.60
MP 26 28/09/2018 28/09/2018 10.20
MP 27 28/09/2018 28/09/2018 11.40
MP 28 28/09/2018 28/09/2018 12.30
MP 29 28/09/2018 28/09/2018 11.70
MP 30 28/09/2018 28/09/2018 10.80
Strata Geotechnics Sdn. Bhd.
8
PROJECT: PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 – CT19 AND ITS
ASSOCIATED WORKS AT WESPORTS PULAU INDAH SELANGOR
NO. TYPES OF TESTS BOREHOLE NO.
1 MOISTURE CONTENTS ALL BOREHOLES ( BH 1 – BH 40 )
2 BULK DENSITY ALL BOREHOLES ( BH 1 – BH 40 )
3 SPECIFIC GRAVITY ALL BOREHOLES ( BH 1 – BH 40 )
4 ATTERBERG LIMIT ALL BOREHOLES ( BH 1 – BH 40 )
5 SIEVE & HYDROMETER ANALYSIS ALL BOREHOLES ( BH 1 – BH 40 )
6 SHEAR BOX TEST
BH 2, BH 5, BH 6, BH 8, BH 9, BH 11,
BH 13, BH 15, BH 17, BH 19 - BH 21,
BH 24 - BH 28, BH 30, BH 32 - BH 39
7 CHEMICAL TEST ANALYSIS ALL BOREHOLES ( BH 1 – BH 40 )
Table 3: Summary of Work Done (Laboratory Test)
Client :
Location :
Date
&
Time
14/11/2018 0.000 D1 . . . ---
0.300 . . . ---
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 xx ---
P1/D2 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
3.000 xx ---
UD1 xx ---
xx ---
xx ---
4.000 xx ---
xx ---
xx ---
4.500 xx ---
P2/D3 xx ---
4.950 xx ---
Top: Light grey, clayey SILT
7.18
Rec: 300/450mm
61
Description
Thick-
ness
( m )
TOPSOIL
-HAMMER WEIGHT-7
5m
m
75
mm
0.30 0.30
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Date Started
PULAU INDAH 14/11/2018
RQ
D %
75
mm
75
mm
N
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-1Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Te
st
75
mm
Sample
No.
Depth
( m )
-31119.120
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47251.512EDate Completed
Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
G
TC
R (
m)
CR
R % Casing
Record
Standard Penetration Test Graph
Depth
( m )
Light grey, very clayey SAND
Very soft, light grey clayey SILT
Field Test / Rock Cores
75
mm
-HAMMER WEIGHT-
Rec: 250/450mm
Rec: 300/450mm
Rec: 800/1000mm
Bottom: DITTO
Very soft, light grey clayey SILT
1.19716/11/2018WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 VERTICAL
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
6.000 xx ---
UD2 xx ---
xx ---
xx ---
7.000 xx ---
xx ---
xx --- 7.48
7.500 1 0 1 1 0 1 --- ---
P3/D4 N= 3 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
9.000 --- ---
UD3 --- ---
--- ---
--- ---
10.000 --- ---
--- ---
--- --- 10.43
10.500 1 1 1 1 0 2 xx ---
P4/D5 N= 4 xx ---
10.950 xx ---
xx ---
xx ---
xx ---
xx ---
12.000 xx --- 12.00
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxxxx Silt OFFSHORE
= Undisturbed Sample
----------
----------
---------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Top: Medium grey CLAY of high
plasticity
Rec: 350/450mm
Prepared by:
Rec: 850/1000mm
Rec: 800/1000mm
16/11/18
Rec: 300/450mm
Top: Light grey clayey SILT
Rec: 300/450mm
2.95
Soft, medium grey clayey SILT
Bottom: DITTO
15/11/18 9:00
Date
19:00 51.00
Checked by:
19:00 27.00
18:00
1.57
LegendDepth
of
Casing
(m)
Time
Decayed
Matter16/11/18 9:00
Depth of
Hole (m)
27.00
15/11/18
Bottom: DITTO
14/11/18
Depth of
Water
(m)
Remarks :
51.00
60.00
Soft, medium grey CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 . . . xx
UD4 . . . xx
. . . xx
. . . xx
13.000 . . . xx
. . . xx
. . . xx 13.85
13.500 1 1 2 1 2 2 xx ---
P5/D6 N= 7 xx ---
13.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 14.97
15.000 . . . ---
UD5 . . . ---
. . . ---
. . . ---
16.000 . . . ---
. . . ---
. . . --- 16.43
16.500 1 0 1 2 1 2 xx ---
P6/D7 N= 6 xx ---
16.950 xx ---
Bottom: DITTO
1.46
1.12
1.85
Medium stiff, medium grey, clayey SILT
Rec : 800/1000mm
Top: Medium grey, clayey SAND
Legend
75
mm
Field Test / Rock Cores
75
mm
silty SAND
Bottom: DITTO
Thick-
ness
( m )
W
G
Depth
( m )
Sheet Borehole Ref. No.
SOIL / STRATUM DETAILS
75
mm
of2 BH-1
Standard Penetration Test Graph
6
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Depth
( m )Description
Top: Medium grey, very fine grained
Rec : 250/450mm
Rec : 300/450mm
Casing
RecordTe
st
TC
R (
m)
Rec : 850/1000mm
75
mm
75
mm
Medium stiff light grey clayey SILT
Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/11/2018 N -31119.120
16/11/2018Reduced Level (mRL):
1.197
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47251.512
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 VERTICAL
'N' Value
0 10 20 30 40 50
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
18.000 xx ---
UD6 xx ---
xx ---
xx ---
19.000 xx ---
xx ---
xx --- 19.46
19.500 1 1 2 1 2 3 --- ---
P7/D8 N= 8 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 1 1 2 2 2 2 --- ---
P8/D9 N= 8 --- ---
21.450 --- ---
--- ---
--- ---
--- ---
--- ---
22.500 1 1 2 4 4 5 --- ---
P9/D10 N= 15 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxx Silt
= Undisturbed Sample
----------
----------
---------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
3.03
Bottom: DITTO
Top: Medium grey clayey SILT
Checked by:
9:00
Stiff, medium grey CLAY
Rec : 250/450mm
Depth
of
Casing
(m)
51.00
Remarks :
Very stiff, medium grey CLAY
51.00
19:00 27.00
16/11/18
Date
14/11/18
Depth of
Hole (m)
9:00
15/11/18
27.00
Rec : 300/450mm
Rec : 850/1000mm
Rec : 300/450mm
60.00
Legend
19:00
Decayed
Matter
15/11/18
Depth of
Water
(m)
Time
Rec : 270/450mm
16/11/18 18:00
Prepared by:
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 2 2 2 3 2 --- ---
P10/D11 N= 9 --- ---
24.500 --- ---
--- ---
--- ---
--- ---
--- ---
25.500 2 2 3 4 3 4 --- ---
P11/D12 N= 14 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15/11/2018 27.000 1 2 1 2 2 3 --- ---
P12/D13 N= 8 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- ---
28.500 1 2 1 3 3 3 --- ---
P13/D14 N= 10 --- ---
28.950 --- ---
Stiff, medium grey CLAY
Rec : 300/450mm
Rec : 270/450mm
Rec : 300/450mm
-DITTO-
-DITTO-
Rec : 280/450mm
RQ
D %
Description
Field Test / Rock Cores
Casing
RecordLegend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
75
mm
75
mm
TC
R (
m)
CR
R %
75
mm
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
75
mm
W
G
BH-1
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Stiff, medium grey CLAY of high
plasticity
Date Completed
Sheet Borehole Ref. No.
3 of 6
Job No. Date Started Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
16/11/2018
PULAU INDAH SG/1281/2018 14/11/2018 N -31119.120
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47251.512
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 VERTICAL
Reduced Level (mRL):
1.197
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 1 2 2 3 3 4 --- ---
P14/D15 N= 12 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 1 2 2 2 4 4 --- ---
P15/D16 N= 12 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 2 2 1 2 3 3 --- ---
P16/D17 N= 9 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 1 1 2 4 3 2 --- ---
P17/D18 N= 11 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- --- 36.00
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxxxx Silt
= Undisturbed Sample
----------
----------
------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
16.54
Rec : 300/450mm
Remarks :
27.00
51.00
Rec : 280/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
15/11/18 9:00
Prepared by:
16/11/18
19:00
19:00 27.0014/11/18
15/11/18
18:00 60.00
Checked by:
Decayed
Matter16/11/18 9:00 51.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
-DITTO-
plasticity
Stiff, medium grey CLAY of high
-DITTO-
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 2 2 2 3 3 . . . ---
P18/D19 N= 10 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 37.49
37.500 1 2 3 2 4 5 --- ---
P20/D21 N= 14 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 1 2 2 2 3 5 --- ---
P21/D22 N= 12 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 1 2 2 4 4 5 --- ---
P22/D23 N= 15 --- ---
40.950 --- ---
1.49
Rec : 280/450mm
Rec : 300/450mm
Rec : 320/450mm
Rec : 250/450mm
Medium dense, medium grey, very clayey
-DITTO-
Very stiff, medium grey CLAY
Sheet Borehole Ref. No.
4 of 6 BH-1
Depth
( m )
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
CR
R % Casing
Record
Depth
( m )
Thick-
ness
( m )
75
mm
RQ
D % W
GTe
st Sample
No.
TC
R (
m)
75
mm
75
mm
Standard Penetration Test Graph
75
mm
75
mm
75
mm Legend
SAND
Description
Stiff, medium grey CLAY
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/11/2018 N -31119.120
Reduced Level (mRL):
1.197
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-47251.512
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 VERTICAL 16/11/2018
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 2 2 4 4 3 6 --- ---
P23/D24 N= 17 --- ---
42.500 --- ---
--- ---
--- ---
--- ---
--- ---
43.500 2 2 4 5 7 6 --- ---
P24/D25 N= 22 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
45.000 2 3 5 5 5 7 --- ---
P25/D26 N= 22 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
46.500 2 3 7 6 6 7 --- ---
P26/D27 N= 26 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
48.000 --- ---
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxxxx Silt
= Undisturbed Sample
----------
----------
---------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Rec : 250/450mm
Rec : 270/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 270/450mm
-DITTO-
-DITTO-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
27.00
51.00
15/11/18 9:00 27.00
15/11/18 19:00 51.00
Checked by: Prepared by:
60.0016/11/18 18:00
Decayed
Matter
14/11/18
16/11/18 9:00
19:00
-DITTO-
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
48.000 2 3 8 9 9 11 --- ---
P27/D28 N= 37 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- ---
49.500 2 4 7 7 9 10 --- ---
P28/D29 N= 33 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
16/11/2018 51.000 2 3 7 8 8 11 --- ---
P29/D30 N= 34 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 2 5 6 8 10 10 --- ---
P30/D31 N= 34 --- ---
52.950 --- ---
E -47251.512
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 VERTICAL 16/11/2018
Reduced Level (mRL):
1.197
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/11/2018 N -31119.120
plasticity
Hard, medium grey CLAY of intermediate
Hard, medium grey CLAY
Standard Penetration Test Graph
Legend
Sheet Borehole Ref. No.
5 of 6 BH-1
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
Record
Rec : 300/450mm
Rec : 300/450mm
Rec : 280/450mm
Rec : 300/450mm
-DITTO-
-DITTO-
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 2 4 5 6 8 9 --- ---
P31/D32 N= 28 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 2 4 6 6 11 13 --- ---
P32/D33 N= 36 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 3 5 8 8 9 10 --- ---
P33/D34 N= 35 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 2 5 6 9 9 12 --- ---
P34/D35 N= 36 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxxxx Silt LAND
= Undisturbed Sample
----------
----------
---------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
plasticity
Hard, medium grey CLAY
Hard, medium grey CLAY of high
Very stiff, medium grey CLAY
60.00
Remarks :
15/11/18
Depth of
Water
(m)
14/11/18
18:00
9:00
27.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
19:00
Checked by: Prepared by:
Decayed
Matter16/11/18 9:00 51.00
16/11/18
27.00
15/11/18 19:00 51.00
Rec : 300/450mm
Rec : 290/450mm
Rec : 350/450mm
Rec : 250/450mm
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 2 4 7 9 9 12 --- ---
P35/D36 N= 38 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
Rec : 300/450mm
Sheet Borehole Ref. No.
6 of 6 BH-1
Thick-
ness
( m )
Standard Penetration Test Graph
Depth
( m )
Depth
( m ) Te
st Sample
No.
TC
R (
m)
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
22.96
75
mm
75
mm
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Legend
75
mm
75
mm Description
75
mm
CR
R %
Borehole terminated at depth 60.45m
-DITTO-
PULAU INDAH SG/1281/2018 14/11/2018 N -31119.120
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
16/11/2018Reduced Level (mRL):
1.197
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47251.512
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 VERTICAL
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Test
xxxxxxx
xxxxxxx
xxxxxxx Silt
= Undisturbed Sample
----------
----------
---------- Clay27.00 -
= Disturbed Sample
. . . . . .
. . . . . .
. . . . . . Sand27.00 0.60
= Cored Sample
oooooo
oooooo
oooooo Gravel51.00 -
= Vane Shear Test51.00 0.50
RQD = Rock Quality Disignation++++
++ Granite60.00 -
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
15/11/18 9:00 27.00
Decayed
Matter
19:00 27.00
16/11/18 9:00 51.00
18:00
Prepared by:
15/11/18
60.0016/11/18
Checked by:
14/11/18
19:00 51.00
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
18/11/2018 0.000 D1 . . . ---
0.300 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
1.500 0 0 1 0 0 1 . . . ---
P1/D1 N= 2 . . . ---
1.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 3.00
3.000 xx --- Top: Light to medium grey, silty CLAY.
xx ---
UD1 xx --- Bottom: Light to medium grey, silty
xx ---
4.000 xx ---
xx ---
xx ---
4.500 xx --- 4.50
P2/D2 --- ---
Job No.
SG/1281/2018
1.454
2.70
1.50
ROTARY
WASH
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Light grey, very clayey SANDTOPSOIL
Description
100HSS INTEGRATED SDN. BHD.
Thick-
ness
( m )
0.30
W
G
SAMPLE / INSITU TEST
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
-HAMMER WEIGHT-
Rec: 850/1000mm
Rec: 300/450mm
WESTPORTS (M) SDN. BHD.
Depth
( m )Legend
Te
st
Reduced Level (mRL):
Casing
Record
1 of
Depth
( m )
20/11/2018VERTICAL
75
mm
75
mm
Very soft, light to medium grey, CLAY.
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
Very soft, light to medium grey,
sandy CLAY.
PULAU INDAH 18/11/2018
0.300.30
SOIL / STRATUM DETAILS
N -30864.478
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47094.610
CLAY.
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
BH-26
0 10 20 30 40 50
'N' Value
P2/D2 --- ---
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
6.000 --- ---
--- ---
UD2 --- ---
--- ---
7.000 --- ---
--- ---
--- ---
7.500 --- ---
P3/D3 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
9.000 --- --- Top: Light to medium grey, CLAY.
--- ---
UD3 --- ---
--- ---
10.000 --- ---
--- ---
--- ---
10.500 0 1 0 1 0 1 --- ---
P4/D4 N= 2 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Rec: 350/450mm
Very soft, light to medium grey, CLAY.
Bottom: DITTO
Bottom: DITTO
Very soft, light to medium grey, CLAY.
Rec: 900/1000mm
-HAMMER WEIGHT-
Rec: 300/450mm
Prepared by:
20/11/18 8:30 48.00
60.00
19/11/18 8:00
Checked by:
24.00
20/11/18 18:00
Date TimeDepth of
Hole (m)
Depth of
Water
(m)
Depth
of
Casing
(m)
Decayed
Matter19/11/18 19:00 48.00
18/11/18 8:30 0.00
18/11/18 19:00 24.00
Legend Remarks :
Top: Light to medium grey, CLAY.
Rec: 870/1000mm
-HAMMER WEIGHT-
Rec: 350/450mm
Very soft, light to medium grey, CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- ---
13.500 --- ---
P5/D5 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.50
16.500 1 0 2 2 1 2 xx ---
P6/D6 N= 7 xx ---
16.950 xx ---
12.00
Job No.
SG/1281/2018
Medium stiff, light to medium grey,
E -47094.610
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 20/11/2018
Reduced Level (mRL):
1.454
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Date Started Coordinates
PULAU INDAH 18/11/2018 N -30864.478
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Rec : 850/1000mm
-HAMMER WEIGHT-
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )
Rec : 800/1000mm
of
Depth
( m )
75
mm
75
mm Legend
silty CLAY.
Te
st
Top: Light to medium grey, CLAY.
Rec : 350/450mm
Bottom: DITTO
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
Casing
Record
Bottom: DITTO
Rec: 350/450mm
Sheet Borehole Ref. No.
2 BH-2
Soft, light to medium grey, CLAY.
Description
Thick-
ness
( m )
W
G
6
Top: Light to medium grey, CLAY.
0 10 20 30 40 50
'N' Value
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 18.00
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.50
19.500 1 1 1 2 2 2 xx ---
P7/D7 N= 7 xx ---
19.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
21.000 2 1 2 2 3 3 xx ---
P8/D8 N= 10 xx ---
21.450 xx ---
xx ---
xx ---
xx ---
xx --- 22.50
22.500 2 3 2 2 4 3 --- ---
P9/D9 N= 11 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
3.00
1.50
1.50
Rec : 800/1000mm
Date
20/11/18
19/11/18
19/11/18Decayed
Matter
18/11/18
18/11/18
8:30
Stiff, light to medium grey, silty CLAY.
Top: Light to medium grey, CLAY of very
silty CLAY.
24.00
Medium stiff, light to medium grey,
60.00
Bottom: DITTO
19:00
Prepared by:
48.00
18:00
Depth of
Hole (m)
20/11/18
48.00
8:30 0.00
24.00
Rec : 300/450mm
8:00
19:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Rec : 350/450mm
high plasticity.
Rec : 350/450mm
Rec : 350/450mm
Stiff, light to medium grey, CLAY.
Checked by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 2 2 3 3 2 3 --- ---
P10/D10 N= 11 --- ---
24.500 --- ---
--- ---
--- ---
--- ---
--- ---
19/11/2018 25.500 3 2 3 3 4 4 --- ---
P11/D11 N= 14 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 4 2 3 3 4 4 --- ---
P12/D12 N= 14 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- ---
28.500 2 3 4 4 3 5 --- ---
P13/D13 N= 16 --- ---
28.950 --- ---
Vety stiff,light to medium grey CLAY of
E -47094.610
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL
1.454
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
PULAU INDAH
Client Consultant
Rec : 300/450mm
Sheet Borehole Ref. No.
3 of 6 BH-2
-DITTO-
Casing
Record
20/11/2018
Orientation Type of
Boring
Boring
Dia.
(mm)
Rec : 350/450mm
Rec : 350/450mm
SAMPLE / INSITU TEST
RQ
D %
75
mm
75
mm
Rec : 350/450mm
W
G
Field Test / Rock Cores
Legend
Date Started Job No.
SG/1281/2018
Standard Penetration Test Graph
-DITTO-
SOIL / STRATUM DETAILS
Date Completed
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
TC
R (
m)
CR
R %
75
mm
Depth
( m )
Thick-
ness
( m )
-DITTO-
very high plasticity.
Coordinates
18/11/2018 N -30864.478
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 1 2 2 1 2 2 --- ---
P14/D14 N= 7 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 2 1 2 2 1 3 --- ---
P15/D15 N= 8 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 2 2 3 3 4 4 --- ---
P16/D16 N= 14 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 3 2 2 3 3 2 --- ---
P17/D17 N= 10 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
-DITTO-
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 400/450mm
Rec : 300/450mm
with traces of organic matter.
Stiff, medium to dark grey, CLAY with
traces of organic matter.
Medium stiff, medium to dark grey, CLAY
Stiff, medium to dark grey, CLAY.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Decayed
Matter19/11/18 19:00 48.00
18/11/18 8:30 0.00
18/11/18 19:00
8:30 48.00
20/11/18 18:00 60.00
19/11/18 8:00 24.00
Checked by:
24.00
Prepared by:
20/11/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 4 4 5 5 --- ---
P18/D18 N= 18 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- ---
37.500 3 2 3 5 4 5 --- ---
P19/D19 N= 17 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 2 2 4 4 4 5 --- --- Very stiff, light to medium grey, CLAY of
P20/D20 N= 17 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- --- 40.50
40.500 2 1 2 1 1 1 --- . . . Medium stiff, light to medium grey,
P21/D21 N= 5 --- . . .
40.950 --- . . .
18.00
Job No.
SG/1281/2018
very clayey SAND.
E -47094.610
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 20/11/2018
Reduced Level (mRL):
1.454
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 18/11/2018 N -30864.478
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Coordinates
75
mm
Field Test / Rock Cores
Casing
Record
Rec : 300/450mm
Very stiff, medium to dark grey, CLAY.
Rec : 250/450mm
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Description
75
mm
75
mm
75
mm
75
mm
75
mm
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
LegendDepth
( m )
Thick-
ness
( m )
Rec : 250/450mm
Very stiff, light to medium grey, CLAY.
high plasticity.
Rec : 300/450mm
Sheet Borehole Ref. No.
4 of 6 BH-2
Date Started
'N' Value
0 10 20 30 40 50
40.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 42.00
42.000 3 2 3 4 6 6 xx ---
P22/D22 N= 19 xx ---
42.500 xx ---
xx ---
xx ---
xx ---
xx ---
43.500 3 4 4 3 5 6 xx ---
P23/D23 N= 18 xx ---
43.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 45.00
45.000 4 3 5 5 5 4 --- . . .
P24/D24 N= 19 --- . . .
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
46.500 5 5 7 7 9 9 --- . . .
P25/D25 N= 32 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
3.00
1.50
Very stiff, light to medium grey, very
-DITTO-
Prepared by: Checked by:
20/11/18 8:30 48.00
20/11/18 18:00 60.00
19/11/18 8:00 24.00
Decayed
Matter19/11/18 19:00 48.00
Remarks :
18/11/18 8:30 0.00
18/11/18 19:00 24.00
clayey SAND.
Dense, light to medium grey, very
clayey SAND.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 300/450mm
Depth of
Water
(m)
Rec : 300/450mm
Very stiff, light to medium grey,
silty CLAY.
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 6 6 7 9 10 --- . . .
P26/D26 N= 32 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
20/11/2018 49.500 4 5 5 7 7 10 --- . . .
P27/D27 N= 29 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
51.000 4 4 7 7 8 7 --- . . .
P28/D28 N= 29 --- . . .
51.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
52.500 5 7 7 9 9 10 --- . . .
P29/D29 N= 35 --- . . .
52.950 --- . . .
9.00
Job No.
SG/1281/2018
Hard, light to medium grey, very clayey
SAND.
E -47094.610
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 20/11/2018
Reduced Level (mRL):
1.454
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 18/11/2018 N -30864.478
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Sheet Borehole Ref. No.
75
mm
-DITTO-
clayey SAND.
Description
-DITTO-
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Field Test / Rock Cores
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 250/450mm
Very stiff, light to medium grey, very
5 of 6 BH-2
Date Started Coordinates
'N' Value
0 10 20 30 40 50
52.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 54.00
54.000 4 5 5 6 6 8 --- ---
P30/D30 N= 25 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 5 4 5 6 6 7 --- ---
P31/D31 N= 24 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 6 4 6 7 9 9 --- ---
P32/D32 N= 31 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 5 6 7 7 9 --- ---
P33/D33 N= 29 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
20/11/18 8:30 48.00
20/11/18 18:00 60.00
19/11/18 8:00 24.00
Decayed
Matter19/11/18 19:00 48.00
18/11/18 8:30 0.00
18/11/18 19:00 24.00
Very stiff, light to medium grey, CLAY.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 250/450mm
Depth of
Water
(m)
Remarks :
Hard, light to medium grey, CLAY.
Very stiff, light to medium grey, CLAY.
-DITTO-
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec :250/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 7 7 6 8 8 --- ---
P34/D34 N= 29 --- ---
60.450 --- --- 60.45
E -47094.610
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 20/11/2018
Reduced Level (mRL):
1.454
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 18/11/2018 N -30864.478SG/1281/2018
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Borehole terminated at depth 60.45m
-DITTO-
LegendDepth
( m )
W
G
6.45
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
TC
R (
m)
CR
R %
RQ
D % Casing
Record
Rec : 300/450mm
Thick-
ness
( m )
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Date Started Coordinates
Sheet Borehole Ref. No.
6 of 6 BH-2
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 48.00 0.50
RQD = Rock Quality Disignation++++
++ Granite 48.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
20/11/18 8:30 48.00
20/11/18 18:00 60.00
19/11/18 8:00 24.00
Decayed
Matter19/11/18 19:00 48.00
18/11/18 8:30 0.00
18/11/18 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
5/12/2018 0.000 D1 . . . ---
0.300 . . . ---
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 0 1 0 1 0 0 xx ---
P1/D1 N= 1 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.90
3.000 xx . . .
UD1 xx . . .
xx . . .
xx . . . 3.30
4.000 xx ---
xx ---
xx ---
4.500 xx ---
P2/D2 xx ---
4.950 xx ---
1.391
Job No.
SG/1281/2018
2.60
0.40
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
8/12/2018VERTICAL
Top: Light to medium grey, very clayey
Very soft, light to medium grey,
silty CLAY.
-HAMMER WEIGHT-
Rec: 400/450mm
TOPSOIL
Rec: 350/450mm
Rec: 850/1000mm
Light grey, very clayey SAND
Depth
( m )Legend Description
Thick-
ness
( m )
0.30
W
G
E -46951.186
Reduced Level (mRL):
Casing
Record
1 of
Depth
( m )Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
SAND
Very soft, light to medium grey,
silty CLAY.
CLAY.
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
100ROTARY
WASHHSS INTEGRATED SDN. BHD.WESTPORTS (M) SDN. BHD.
Client ConsultantType of
Boring
Boring
Dia.
(mm)
BH-36
PULAU INDAH 5/12/2018 N -30598.902
0.300.30
Bottom: Light to medium grey, silty
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Orientation Date Completed
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
6.000 xx ---
UD2 xx ---
xx ---
xx ---
7.000 xx ---
xx ---
xx ---
7.500 xx ---
P3/D3 xx ---
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 8.70
9.000 --- ---
UD3 --- ---
--- ---
--- ---
10.000 --- ---
9.00 --- ---
--- ---
10.500 --- --- 10.45
P4/D4 xx ---
10.950 xx ---
xx ---
xx ---
xx ---
xx ---
12.000 12.00 xx --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
Rec: 900/1000mm
Rec: 910/1000mm
5.40
1.75Bottom: DITTO
silty CLAY.
Bottom: DITTO
Very soft, light to medium grey,-HAMMER WEIGHT-
Rec: 400/450mm
Rec: 400/450mm
Prepared by:
8/12/2018 8:30 42.00
60.008/12/2018 18:00
6/12/2018 8:00
Checked by:
Date Time
Top: Light to medium grey, CLAY.
Depth of
Hole (m)
Depth of
Water
(m)
Depth of
Casing
(m)
24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Very soft, light to medium grey,
silty CLAY.
Legend Remarks :
Top: Light to medium grey, silty CLAY.
-HAMMER WEIGHT-
Rec: 400/450mm
1.55
silty CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- --- Bottom: DITTO
--- ---
13.000 --- ---
--- ---
--- ---
13.500 --- --- 13.30
P5/D5 xx --- Very soft, light to medium grey,
13.950 xx --- silty CLAY.
xx ---
xx ---
xx ---
xx ---
xx ---
15.000 xx --- 14.90
UD5 --- --- Top: Light to medium grey, CLAY.
--- ---
--- --- Bottom: DITTO
16.000 --- ---
--- ---
--- ---
16.500 0 1 0 1 0 1 --- --- 16.30
P6/D6 N= 2 xx ---
16.950 xx ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
1.391
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 5/12/2018 N -30598.902
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.30
1.60
1.40
Rec : 900/1000mm
Rec : 350/450mm
of
Depth
( m )
75
mm
CLAY with some gravel.
75
mm
SOIL / STRATUM DETAILS
Very soft, light to medium grey, silty
TC
R (
m)
Depth
( m )Legend
Te
st
Top: Lightto medium grey, CLAY.
Rec : 900/1000mm
-HAMMER WEIGHT-
Rec: 370/450mm
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST
Casing
Record
Thick-
ness
( m )
W
G
Sheet Borehole Ref. No.
2 BH-36
Description 'N' Value
0 10 20 30 40 50
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 18.00
18.000 --- ---
UD6 --- ---
--- ---
--- --- Bottom: DITTO
19.000 --- ---
--- ---
--- ---
19.500 1 0 1 1 1 1 --- --- 19.50
P7/D7 N= 4 xx ---
19.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 20.90
21.000 . . . ---
UD7 . . . ---
. . . --- Bottom: DITTO
. . . ---
22.000 . . . ---
. . . ---
. . . --- 22.50
22.500 1 0 1 1 1 2 xx --- Medium stiff, light to medium grey,
P8/D8 N= 5 xx --- silty CLAY.
22.950 xx ---
xx ---
xx ---
xx ---
xx ---
24.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
1.50
1.50
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
8/12/2018
6/12/2018
7/12/2018Decayed
Matter
5/12/2018
5/12/2018
19:00
Top: Light to medium grey, sandy CLAY.
CLAY with some gravel.
Soft, light to medium grey, silty CLAY
Date
Checked by:
24.00
60.00
1.40
Prepared by:
42.00
18:00
8:30
8/12/2018
42.00
with traces of organic matter.
8:30 0.00
24.008:00
1.60
19:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Depth of
Hole (m)
Top: Light to medium grey, CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 1 1 2 1 2 xx ---
P9/D9 N= 6 xx ---
24.500 xx ---
xx ---
xx ---
xx ---
xx ---
6/12/2018 25.500 2 1 2 3 2 3 xx ---
P10/D10 N= 10 xx ---
25.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
27.000 2 1 2 2 3 4 xx ---
P11/D11 N= 11 xx ---
27.450 xx ---
xx ---
xx ---
xx ---
xx --- 28.45
28.500 2 2 1 2 2 2 . . . ---
P12/D12 N= 7 . . . ---
28.950 . . . ---
Reduced Level (mRL):
1.391
5.95
N -30598.902
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46951.186
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD. VERTICAL
Medium stiff, light to medium grey,
Stiff, light to medium grey, silty CLAY.
Rec : 300/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 300/450mm
Stiff, light to medium grey spotted with
Sheet Borehole Ref. No.
3 of 6 BH-3
Date Started Coordinates
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
-DITTO-
8/12/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
PULAU INDAH 5/12/2018
ROTARY
WASH100
sandy CLAY.
dark grey, silty CLAY.
'N' Value
0 10 20 30 40 50
28.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 29.70
30.000 3 4 4 4 4 4 --- ---
P13/D13 N= 16 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 4 3 4 4 5 4 --- ---
P14/D14 N= 17 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 3 4 4 5 4 5 --- ---
P15/D15 N= 18 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 4 4 5 5 6 6 --- ---
N= 22 --- ---
P16/D16 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
1.25
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 240/450mm
Rec : 300/450mm
Very stiff, light to medium grey, CLAY.
-DITTO-
Stiff, light to medium grey, CLAY.
Very stiff, light to medium grey, CLAY.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
Checked by:
8/12/2018 18:00 60.00
Prepared by:
8/12/2018 8:30 42.00
6/12/2018 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 5 4 5 4 5 6 --- ---
P17/D17 N= 20 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.20
37.500 5 4 4 5 6 6 xx ---
P18/D18 N= 21 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx --- 38.75
. . . --- Very stiff, light to medium grey,
39.000 5 5 6 5 6 6 . . . --- sandy CLAY.
P19/D19 N= 23 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 5 4 6 6 7 8 . . . ---
P20/D20 N= 27 . . . ---
40.950 . . . ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
-DITTO-
Rec : 270/450mm
Rec : 310/450mm
Rec : 230/450mm
Rec : 250/450mm
Date Started Coordinates
5/12/2018 N -30598.902
-DITTO-
CLAY with traces of organic matter.
Very stiff, light to medium grey, silty
PULAU INDAH SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Description
75
mm
75
mm
75
mm
CR
R %
RQ
D %
7.50
1.55
1.391
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST
Sheet Borehole Ref. No.
4 of 6 BH-3
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 5 5 5 5 7 7 . . . ---
P21/D21 N= 24 . . . ---
42.500 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.50
8/12/2018 43.500 5 4 6 6 6 8 xx --- Very stiff, light to medium grey silty
P22/D22 N= 26 xx --- CLAY with traces of organic matter.
43.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
45.000 5 5 6 7 6 7 xx ---
P23/D23 N= 26 xx ---
45.450 xx ---
xx ---
xx ---
xx ---
xx ---
46.500 4 6 6 7 8 8 xx ---
N= 29 xx ---
46.950 P24/D24 xx ---
xx ---
xx ---
xx ---
xx ---
48.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Rec : 250/450mm
Rec : 310/450mm
Rec : 270/450mm
Rec : 300/450mm
Rec : 300/450mm
6/12/2018 8:00
19:00
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
24.00
Decayed
Matter7/12/2018 19:00 42.00
Remarks :
5/12/2018 8:30 0.00
5/12/2018 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Very stiff, light to medium grey,
silty CLAY.
-DITTO-
-DITTO-
4.75
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 7 8 8 8 xx ---
P25/D25 N= 31 xx ---
48.450 xx ---
xx ---
xx ---
xx ---
xx --- 49.45
49.500 5 7 7 8 9 9 . . . ---
P26/D26 N= 33 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 51.00
51.000 5 6 6 7 6 6 --- ---
P27/D27 N= 25 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 6 7 7 6 7 8 --- ---
P28/D28 N= 28 --- ---
52.950 --- ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
1.391
PULAU INDAH SG/1281/2018 5/12/2018 N -30598.902
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
BH-3
Coordinates
-DITTO-
Very stiff, light to medium grey, CLAY.
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 270/450mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Sheet Borehole Ref. No.
5 of 6
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Date Completed
5.95
1.55
Hard, light to medium grey, silty CLAY.
Hard, light to medium grey, sandy CLAY
Description 'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 6 7 7 8 8 8 --- ---
P29/D29 N= 31 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 6 6 7 6 6 8 --- ---
P30/D30 N= 27 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 56.80
57.000 7 8 8 7 8 9 xx ---
P31/D31 N= 32 xx ---
57.450 xx ---
xx ---
xx ---
xx ---
xx ---
58.500 7 8 9 9 10 10 xx ---
P32/D32 N= 38 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Hard, light to medium grey, CLAY.
-DITTO-
Very stiff, light to medium grey, CLAY.
Rec : 350/450mm
Rec : 300/450mm
Rec : 270/450mm
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
6/12/2018 8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
3.20
Depth of
Water
(m)
Remarks :
Rec : 250/450mm
Rec : 250/450mm
Hard, light to medium grey, silty CLAY.
5.80
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 8 7 7 8 9 11 I. ---
P33/D33 N= 35 I. ---
60.450 I. --- 60.45
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL
Borehole terminated at depth 60.45m
75
mm
Rec : 270/450mm
Thick-
ness
( m )
W
G
Hard, light to medium grey, sandy CLAY
DescriptionR
QD
% Casing
Record
75
mm
Field Test / Rock Cores
LegendDepth
( m )
75
mm
75
mm
-46951.186
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
8/12/2018Reduced Level (mRL):
1.391
TC
R (
m)
CR
R %
Client ConsultantType of
Boring
Boring
Dia.
(mm)
75
mm
75
mm
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 5/12/2018 N -30598.902
E
Sheet Borehole Ref. No.
6 of 6 BH-3
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Remarks :
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
6/12/2018 8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
5/12/2018 0.000 D1 . . . ---
0.300 . . . ---
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 0 1 0 1 0 0 xx ---
P1/D1 N= 1 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.90
3.000 xx . . .
UD1 xx . . .
xx . . .
xx . . . 3.30
4.000 xx ---
xx ---
xx ---
4.500 xx ---
P2/D2 xx ---
4.950 xx ---
1.391
Job No.
SG/1281/2018
2.60
0.40
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
8/12/2018VERTICAL
Top: Light to medium grey, very clayey
Very soft, light to medium grey,
silty CLAY.
-HAMMER WEIGHT-
Rec: 400/450mm
TOPSOIL
Rec: 350/450mm
Rec: 850/1000mm
Light grey, very clayey SAND
Depth
( m )Legend Description
Thick-
ness
( m )
0.30
W
G
E -46951.186
Reduced Level (mRL):
Casing
Record
1 of
Depth
( m )Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
SAND
Very soft, light to medium grey,
silty CLAY.
CLAY.
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
100ROTARY
WASHHSS INTEGRATED SDN. BHD.WESTPORTS (M) SDN. BHD.
Client ConsultantType of
Boring
Boring
Dia.
(mm)
BH-36
PULAU INDAH 5/12/2018 N -30598.902
0.300.30
Bottom: Light to medium grey, silty
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Orientation Date Completed
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
6.000 xx ---
UD2 xx ---
xx ---
xx ---
7.000 xx ---
xx ---
xx ---
7.500 xx ---
P3/D3 xx ---
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 8.70
9.000 --- ---
UD3 --- ---
--- ---
--- ---
10.000 --- ---
9.00 --- ---
--- ---
10.500 --- --- 10.45
P4/D4 xx ---
10.950 xx ---
xx ---
xx ---
xx ---
xx ---
12.000 12.00 xx --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
Rec: 900/1000mm
Rec: 910/1000mm
5.40
1.75Bottom: DITTO
silty CLAY.
Bottom: DITTO
Very soft, light to medium grey,-HAMMER WEIGHT-
Rec: 400/450mm
Rec: 400/450mm
Prepared by:
8/12/2018 8:30 42.00
60.008/12/2018 18:00
6/12/2018 8:00
Checked by:
Date Time
Top: Light to medium grey, CLAY.
Depth of
Hole (m)
Depth of
Water
(m)
Depth of
Casing
(m)
24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Very soft, light to medium grey,
silty CLAY.
Legend Remarks :
Top: Light to medium grey, silty CLAY.
-HAMMER WEIGHT-
Rec: 400/450mm
1.55
silty CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- --- Bottom: DITTO
--- ---
13.000 --- ---
--- ---
--- ---
13.500 --- --- 13.30
P5/D5 xx --- Very soft, light to medium grey,
13.950 xx --- silty CLAY.
xx ---
xx ---
xx ---
xx ---
xx ---
15.000 xx --- 14.90
UD5 --- --- Top: Light to medium grey, CLAY.
--- ---
--- --- Bottom: DITTO
16.000 --- ---
--- ---
--- ---
16.500 0 1 0 1 0 1 --- --- 16.30
P6/D6 N= 2 xx ---
16.950 xx ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
1.391
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 5/12/2018 N -30598.902
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.30
1.60
1.40
Rec : 900/1000mm
Rec : 350/450mm
of
Depth
( m )
75
mm
CLAY with some gravel.
75
mm
SOIL / STRATUM DETAILS
Very soft, light to medium grey, silty
TC
R (
m)
Depth
( m )Legend
Te
st
Top: Lightto medium grey, CLAY.
Rec : 900/1000mm
-HAMMER WEIGHT-
Rec: 370/450mm
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST
Casing
Record
Thick-
ness
( m )
W
G
Sheet Borehole Ref. No.
2 BH-36
Description 'N' Value
0 10 20 30 40 50
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 18.00
18.000 --- ---
UD6 --- ---
--- ---
--- --- Bottom: DITTO
19.000 --- ---
--- ---
--- ---
19.500 1 0 1 1 1 1 --- --- 19.50
P7/D7 N= 4 xx ---
19.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 20.90
21.000 . . . ---
UD7 . . . ---
. . . --- Bottom: DITTO
. . . ---
22.000 . . . ---
. . . ---
. . . --- 22.50
22.500 1 0 1 1 1 2 xx --- Medium stiff, light to medium grey,
P8/D8 N= 5 xx --- silty CLAY.
22.950 xx ---
xx ---
xx ---
xx ---
xx ---
24.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
1.50
1.50
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
8/12/2018
6/12/2018
7/12/2018Decayed
Matter
5/12/2018
5/12/2018
19:00
Top: Light to medium grey, sandy CLAY.
CLAY with some gravel.
Soft, light to medium grey, silty CLAY
Date
Checked by:
24.00
60.00
1.40
Prepared by:
42.00
18:00
8:30
8/12/2018
42.00
with traces of organic matter.
8:30 0.00
24.008:00
1.60
19:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Depth of
Hole (m)
Top: Light to medium grey, CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 1 1 2 1 2 xx ---
P9/D9 N= 6 xx ---
24.500 xx ---
xx ---
xx ---
xx ---
xx ---
6/12/2018 25.500 2 1 2 3 2 3 xx ---
P10/D10 N= 10 xx ---
25.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
27.000 2 1 2 2 3 4 xx ---
P11/D11 N= 11 xx ---
27.450 xx ---
xx ---
xx ---
xx ---
xx --- 28.45
28.500 2 2 1 2 2 2 . . . ---
P12/D12 N= 7 . . . ---
28.950 . . . ---
Reduced Level (mRL):
1.391
5.95
N -30598.902
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46951.186
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD. VERTICAL
Medium stiff, light to medium grey,
Stiff, light to medium grey, silty CLAY.
Rec : 300/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 300/450mm
Stiff, light to medium grey spotted with
Sheet Borehole Ref. No.
3 of 6 BH-3
Date Started Coordinates
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
-DITTO-
8/12/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
PULAU INDAH 5/12/2018
ROTARY
WASH100
sandy CLAY.
dark grey, silty CLAY.
'N' Value
0 10 20 30 40 50
28.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 29.70
30.000 3 4 4 4 4 4 --- ---
P13/D13 N= 16 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 4 3 4 4 5 4 --- ---
P14/D14 N= 17 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 3 4 4 5 4 5 --- ---
P15/D15 N= 18 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 4 4 5 5 6 6 --- ---
N= 22 --- ---
P16/D16 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
1.25
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 240/450mm
Rec : 300/450mm
Very stiff, light to medium grey, CLAY.
-DITTO-
Stiff, light to medium grey, CLAY.
Very stiff, light to medium grey, CLAY.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
Checked by:
8/12/2018 18:00 60.00
Prepared by:
8/12/2018 8:30 42.00
6/12/2018 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 5 4 5 4 5 6 --- ---
P17/D17 N= 20 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.20
37.500 5 4 4 5 6 6 xx ---
P18/D18 N= 21 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx --- 38.75
. . . --- Very stiff, light to medium grey,
39.000 5 5 6 5 6 6 . . . --- sandy CLAY.
P19/D19 N= 23 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 5 4 6 6 7 8 . . . ---
P20/D20 N= 27 . . . ---
40.950 . . . ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
-DITTO-
Rec : 270/450mm
Rec : 310/450mm
Rec : 230/450mm
Rec : 250/450mm
Date Started Coordinates
5/12/2018 N -30598.902
-DITTO-
CLAY with traces of organic matter.
Very stiff, light to medium grey, silty
PULAU INDAH SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Description
75
mm
75
mm
75
mm
CR
R %
RQ
D %
7.50
1.55
1.391
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST
Sheet Borehole Ref. No.
4 of 6 BH-3
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 5 5 5 5 7 7 . . . ---
P21/D21 N= 24 . . . ---
42.500 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.50
8/12/2018 43.500 5 4 6 6 6 8 xx --- Very stiff, light to medium grey silty
P22/D22 N= 26 xx --- CLAY with traces of organic matter.
43.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
45.000 5 5 6 7 6 7 xx ---
P23/D23 N= 26 xx ---
45.450 xx ---
xx ---
xx ---
xx ---
xx ---
46.500 4 6 6 7 8 8 xx ---
N= 29 xx ---
46.950 P24/D24 xx ---
xx ---
xx ---
xx ---
xx ---
48.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Rec : 250/450mm
Rec : 310/450mm
Rec : 270/450mm
Rec : 300/450mm
Rec : 300/450mm
6/12/2018 8:00
19:00
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
24.00
Decayed
Matter7/12/2018 19:00 42.00
Remarks :
5/12/2018 8:30 0.00
5/12/2018 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Very stiff, light to medium grey,
silty CLAY.
-DITTO-
-DITTO-
4.75
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 7 8 8 8 xx ---
P25/D25 N= 31 xx ---
48.450 xx ---
xx ---
xx ---
xx ---
xx --- 49.45
49.500 5 7 7 8 9 9 . . . ---
P26/D26 N= 33 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 51.00
51.000 5 6 6 7 6 6 --- ---
P27/D27 N= 25 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 6 7 7 6 7 8 --- ---
P28/D28 N= 28 --- ---
52.950 --- ---
E -46951.186
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 8/12/2018
Reduced Level (mRL):
1.391
PULAU INDAH SG/1281/2018 5/12/2018 N -30598.902
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
BH-3
Coordinates
-DITTO-
Very stiff, light to medium grey, CLAY.
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 270/450mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Sheet Borehole Ref. No.
5 of 6
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Date Completed
5.95
1.55
Hard, light to medium grey, silty CLAY.
Hard, light to medium grey, sandy CLAY
Description 'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 6 7 7 8 8 8 --- ---
P29/D29 N= 31 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 6 6 7 6 6 8 --- ---
P30/D30 N= 27 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 56.80
57.000 7 8 8 7 8 9 xx ---
P31/D31 N= 32 xx ---
57.450 xx ---
xx ---
xx ---
xx ---
xx ---
58.500 7 8 9 9 10 10 xx ---
P32/D32 N= 38 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Hard, light to medium grey, CLAY.
-DITTO-
Very stiff, light to medium grey, CLAY.
Rec : 350/450mm
Rec : 300/450mm
Rec : 270/450mm
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
6/12/2018 8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
3.20
Depth of
Water
(m)
Remarks :
Rec : 250/450mm
Rec : 250/450mm
Hard, light to medium grey, silty CLAY.
5.80
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 8 7 7 8 9 11 I. ---
P33/D33 N= 35 I. ---
60.450 I. --- 60.45
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL
Borehole terminated at depth 60.45m
75
mm
Rec : 270/450mm
Thick-
ness
( m )
W
G
Hard, light to medium grey, sandy CLAY
DescriptionR
QD
% Casing
Record
75
mm
Field Test / Rock Cores
LegendDepth
( m )
75
mm
75
mm
-46951.186
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
8/12/2018Reduced Level (mRL):
1.391
TC
R (
m)
CR
R %
Client ConsultantType of
Boring
Boring
Dia.
(mm)
75
mm
75
mm
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 5/12/2018 N -30598.902
E
Sheet Borehole Ref. No.
6 of 6 BH-3
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.30
= Cored Sampleoooo
oooo Gravel 24.00 0.00
= Vane Shear Test 42.00 0.20
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.20
CRR = Core Recovery Ratio Mudstone
Remarks :
Prepared by: Checked by:
8/12/2018 8:30 42.00
8/12/2018 18:00 60.00
6/12/2018 8:00 24.00
Decayed
Matter7/12/2018 19:00 42.00
5/12/2018 8:30 0.00
5/12/2018 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
10/12/2018 0.000 D1 . . . ---
0.300 . . . ---
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
1.500 --- . . . 5
P1/D1 --- . . .
1.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
3.000 --- . . .
UD1 --- . . .
--- . . .
--- . . .
4.000 --- . . .
--- . . .
--- . . . 4.45
4.500 --- xx
P2/D2 --- xx
4.950 --- xx
1.612
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Bottom: DITTO
Job No.
SG/1281/2018
-HAMMER WEIGHT-
Rec: 350/450mm
TOPSOIL
12/12/2018VERTICAL100ROTARY
WASHHSS INTEGRATED SDN. BHD.
75
mm
75
mm
75
mm
0.30
-HAMMER WEIGHT-
Rec: 400/450mm
Depth
( m )Legend Description
Thick-
ness
( m )
0.30
W
G
75
mm
E -46727.103
Reduced Level (mRL):
Casing
Record
Depth
( m )Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
WESTPORTS (M) SDN. BHD.
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
BH-46
PULAU INDAH 10/12/2018 N -30210.121
1 of
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Rec: 870/1000mm
Light grey, very clayey SAND
Very soft, light to medium grey,
sandy CLAY.
Top: Light to medium grey, sandy CLAY.
Very soft, light to medium grey,
silty CLAY.
4.15
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx
UD2 --- xx
--- xx
--- xx
7.000 --- xx
--- xx
--- xx 7.30
7.500 --- ---
P3/D3 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
9.000 --- ---
UD3 --- --- 9.35
--- xx
--- xx
10.000 --- xx
--- xx
--- xx 10.40
10.500 1 0 1 0 1 0 --- . . .
P4/D4 N= 2 --- . . .
10.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
12.000 --- . . . 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
Rec: 400/450mm
Prepared by:
Decayed
Matter51.00
10/12/18 8:30
10/12/18 19:00 24.00
12/12/18 8:30 51.00
60.00
11/12/18 8:30 24.00
11/12/18 19:00
Checked by:
12/12/18 19:00
Date TimeDepth of
Hole (m)
Depth of
Water
(m)
Depth of
Casing
(m)
Rec: 400/450mm
Legend Remarks :
Rec: 850/1000mm
Rec: 900/1000mm
-HAMMER WEIGHT-
0.00
Rec : 400/450mm
Very stiff, light to medium grey, CLAY.
Top: Light to medium grey, CLAY.
Top: Light to medium grey, silty CLAY.
Bottom: Light to medium grey, silty CLAY.
Bottom: DITTO
2.85
2.05
1.05
1.60
Very soft, light to medium grey,
sandy CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx 13.45
13.500 0 1 0 1 1 1 --- ---
P5/D5 N= 3 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 1 0 1 1 1 1 --- ---
P6/D6 N= 4 --- ---
16.950 --- ---
1.612
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 12/12/2018
-30210.121
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed -46727.103
Reduced Level (mRL):
Soft, light to medium grey, CLAY.
Top: Light to medium grey, CLAY.
Bottom: DITTO
Soft, light to medium grey, CLAY.
Rec : 900/1000mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 800/1000mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 10/12/2018 N
75
mm
SOIL / STRATUM DETAILST
CR
(m
)
of
Depth
( m )
75
mm
SAMPLE / INSITU TEST
Depth
( m )Legend
Te
st
Top: Light to medium grey, silty CLAY.
Casing
Record
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
Sheet Borehole Ref. No.
2 BH-46
Description
Thick-
ness
( m )
W
G
Standard Penetration Test Graph
E
1.45
5.95
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.40
19.500 1 1 1 1 1 2 --- xx
P7/D7 N= 5 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 21.00
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.45
22.500 2 1 2 1 2 3 --- xx
P8/D8 N= 8 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Stiff, light to medium grey, silty CLAY.
Bottom: DITTO
Rec : 350/450mm
Rec : 900/1000mm
Rec : 900/1000mm
Rec : 350/450mm
Rec : 270/450mm
12/12/18
11/12/18
11/12/18Decayed
Matter
10/12/18
10/12/18
19:00
Top: Light to medium grey, CLAY.
Top: Light to medium grey, CLAY.
CLAY
Date
Checked by:
24.00
Medium stiff, light to medium grey, silty
60.00
Prepared by:
51.00
19:00
8:30
Depth of
Hole (m)
12/12/18
51.00
8:30 0.00
24.008:30
19:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Bottom: DITTO
1.55
1.45
1.60
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 3 4 4 4 4 4 --- . . .
P9/D9 N= 16 --- . . .
24.500 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 25.45
11/12/2018 25.500 3 4 4 3 4 5 --- xx Very stiff, light to medium grey, silty
P10/D10 N= 16 --- xx CLAY with traces of organic matter.
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 3 2 3 4 4 4 --- xx Very stiff, light to medium grey,
P11/D11 N= 15 --- xx silty CLAY.
27.450 --- xx
--- xx
--- xx
--- xx
--- xx 28.50
28.500 3 2 3 3 3 4 --- --- Stiff, light to medium grey, CLAY.
P12/D12 N= 13 --- ---
28.950 --- ---
Borehole Ref. No.
3
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Sheet
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
PULAU INDAH
Client Consultant
SAMPLE / INSITU TEST
75
mm
of 6 BH-4
Date Started
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 320/450mm
75
mm
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Orientation Date Completed E -46727.103
Field Test / Rock Cores
Casing
RecordLegend
Very stiff, light to medium, sandy CLAY.
12/12/2018
Coordinates
10/12/2018 N -30210.121
Reduced Level (mRL):
1.612
Type of
Boring
Boring
Dia.
(mm)
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL
Rec : 300/450mm
6.00
1.45
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 4 4 3 4 4 5 --- ---
P13/D13 N= 16 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- --- 31.45
31.500 3 4 4 4 5 5 --- . . . Very stiff, light to medium grey, sandy
P14/D14 N= 18 --- . . . CLAY
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 32.90
33.000 5 5 7 6 7 9 . . . --- Very stiff, light to medium grey,
P15/D15 N= 29 . . . --- very clayey SAND with traces of
33.450 . . . --- organic matter.
. . . ---
. . . ---
. . . ---
. . . ---
34.500 5 6 6 7 7 8 . . . ---
N= 28 . . . ---
34.950 P16/D16 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 320/450mm
Very stiff, light to medium grey, CLAY.
0.00
12/12/18
1.45
3.10
Decayed
Matter11/12/18 19:00 51.00
10/12/18 8:30
19:00 60.00
11/12/18 8:30 24.00
10/12/18 19:00 24.00
8:30 51.00
Prepared by:
12/12/18
2.95
Checked by:
Remarks :
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 6 5 6 6 7 7 --- xx Very stiff, light to medium grey,
P17/D17 N= 26 --- xx
36.450 --- xx
--- xx
--- xx
--- xx
--- xx 37.45
37.500 6 6 7 7 9 9 --- . . .
P18/D18 N= 32 --- . . .
37.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 39.00
39.000 6 7 7 8 7 9 . . . ---
P19/D19 N= 31 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 5 5 6 7 7 7 . . . --- Very stiff, light to medium grey,
P20/D20 N= 27 . . . ---
40.950 . . . ---
-46727.103
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 12/12/2018
Reduced Level (mRL):
1.612
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 10/12/2018 N -30210.121SG/1281/2018
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Job No.
silty CLAY.
Legend
Hard, light to medium grey, very clayey
Rec : 300/450mm
Rec : 350/450mm
clayey SAND.
Hard, light to medium grey, sandy CLAY.
SAND with traces of organic matter.
75
mm
75
mm
75
mm
Casing
Record
W
G
Rec : 350/450mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Rec : 300/450mm
Description
75
mm
75
mm
75
mm
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Field Test / Rock Cores
Depth
( m )
Thick-
ness
( m )
Sheet Borehole Ref. No.
4 of 6 BH-4
Coordinates
E
2.95
1.55
1.45
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.95
42.000 5 4 5 7 7 8 --- ---
P21/D21 N= 27 --- ---
42.500 --- ---
--- ---
--- ---
--- ---
--- ---
43.500 6 5 6 7 9 9 --- ---
P22/D22 N= 31 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
45.000 5 5 7 8 8 8 --- ---
P23/D23 N= 31 --- ---
45.450 --- ---
--- ---
--- ---
--- ---
--- --- 46.30
46.500 6 7 8 9 9 11 . . . ---
N= 37 . . . ---
46.950 P24/D24 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
60.00
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Hard, light to medium grey, CLAY.
Hard, light to medium grey, CLAY.
12/12/18 8:30 51.00
12/12/18 19:00
11/12/18 8:30 24.00
Decayed
Matter11/12/18 19:00 51.00
Remarks :
10/12/18 8:30 0.00
10/12/18 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 290/450mm
Hard, light to medium grey, sandy CLAY.
Very stiff, light to medium grey, CLAY.
4.35
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 4 5 5 7 8 --- . . .
P25/D25 N= 25 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 49.45
49.500 5 5 6 6 7 6 . . . ---
P26/D26 N= 25 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 4 5 6 6 7 7 . . . ---
P27/D27 N= 26 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
12/12/2018 52.500 5 6 6 6 6 8 . . . ---
P28/D28 N= 26 . . . ---
52.950 . . . ---
Rec : 300/450mm
Rec : 300/450mm
-DITTO-
-DITTO-
Very stiff, light o medium grey, very
clayey SAND
Rec : 270/450mm
Rec : 250/450mm
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 12/12/2018
Reduced Level (mRL):
1.612
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46727.103
PULAU INDAH 10/12/2018 N -30210.121SG/1281/2018
75
mm
75
mm
75
mm
Field Test / Rock Cores
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Description
75
mm
75
mm
75
mm
sandy CLAY.
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Very stiff, light to medium grey,
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
RecordLegend
Sheet Borehole Ref. No.
5 of 6 BH-4
Coordinates
3.15
4.45
Date Started
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 53.90
54.000 5 5 6 7 7 7 --- . . .
P29/D29 N= 27 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 55.50
55.500 6 7 6 7 7 9 --- ---
P30/D30 N= 29 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 7 7 6 7 9 9 --- ---
P31/D31 N= 31 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 6 7 6 6 7 9 --- ---
P32/D32 N= 28 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test 51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 270/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 270/450mm
Hard, light to medium grey, CLAY.
Prepared by: Checked by:
12/12/18 8:30 51.00
12/12/18 19:00 60.00
11/12/18 8:30 24.00
Decayed
Matter11/12/18 19:00 51.00
10/12/18 8:30 0.00
10/12/18 19:00 24.00
Very stiff, light to medium grey, CLAY.
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Very stiff, light to medium grey, CLAY.
Very stiff, light to medium grey,
sandy CLAY.
1.60
4.50
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 7 7 7 8 9 9 --- . . .
P33/D33 N= 33 --- . . .
60.450 --- . . .
--- . . .
--- . . . 60.45
-46727.103
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 12/12/2018
Reduced Level (mRL):
1.612
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 10/12/2018 N -30210.121SG/1281/2018
Rec : 300/450mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Description
75
mm
75
mm
75
mm
Hard, light to medium grey, sandy CLAY.
Borehole terminated at depth 60.45m
after 1 hard layer
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Date Started Coordinates
0.45
Standard Penetration Test Graph
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
E
Sheet Borehole Ref. No.
6 of 6 BH-4
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 24.00 0.40
= Cored Sampleoooo
oooo Gravel 24.00 0.10
= Vane Shear Test 51.00 0.30
RQD = Rock Quality Disignation++++
++ Granite 51.00 0.00
= Total Core Recovery Limestone 60.00 0.30
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
12/12/18 8:30 51.00
12/12/18 19:00 60.00
11/12/18 8:30 24.00
Decayed
Matter11/12/18 19:00 51.00
10/12/18 8:30 0.00
10/12/18 19:00 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
14/12/2018 0.000 . . . ---
. . . ---
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 2.84
3.000 --- . . . Top: Light to medium grey, sandy CLAY
UD1 --- . . . 3.26
--- --- Bottom: Light to medium grey, CLAY
--- ---
4.000 --- ---
--- ---
--- ---
4.500 --- ---
P2/D2 N= 0 --- ---
4.950 --- ---
0.42
2.54
1.763
Very soft light to medium grey, CLAY
16/12/2018Vertical100ROTARY
WASH
Depth
( m )
75
mm
Te
st
TC
R (
m)
CR
R %
0.30
75
mm
Job No.
SG/1281/2018
W
G
75
mm
Depth
( m )R
QD
%
75
mm
Rec: 400/450mm
Rec: 400/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
75
mm
Sample
No.
SOIL / STRATUM DETAILS
LegendCasing
RecordDescription
Thick-
ness
( m )
75
mm
-HAMMER WEIGHT-
Light grey, very clayey SAND0.30
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
-29919.393
SAMPLE / INSITU TEST
Field Test / Rock Cores
PULAU INDAH 14/12/2018 N
Standard Penetration Test Graph
Sheet Borehole Ref. No.
E -46635.085
Reduced Level (mRL):
BH-56of1
Rec: 890/1000mm
-HAMMER WEIGHT- Very soft, light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- --- Bottom: DITTO
--- ---
7.000 --- ---
--- ---
--- --- 7.43
7.500 0 1 0 1 0 1 --- xx
P3/D3 N= 2 --- xx
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.97
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- --- 9.36
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
10.000 --- xx
--- xx
--- xx
10.500 0 1 0 1 0 1 --- xx
P4/D4 N= 2 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt ONSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CLAY
16/12/18 8:30 42.00
42.00
0.39
Decayed
Matter15/12/18 19:00
Rec: 350/450mm
1.54
4.17
Rec: 350/450mm
Rec: 400/450mm
16/12/18 19:00
14/12/18 19:00 27.00
15/12/18 8:30 27.00
60.00
Legend Remarks :
14/12/18 - -
Depth of
Water
(m)
Depth of
Casing
(m)
Date TimeDepth of
Hole (m)
Very soft, light to medium grey, silty
Very soft, light to medium grey, silty
CLAY
Rec: 920/1000mm
Rec: 900/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx 13.46
13.500 0 1 0 1 0 1 --- ---
P5/D5 N= 2 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 14.92
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx 16.43
16.500 0 1 0 1 1 1 --- ---
P6/D6 N= 3 --- ---
16.950 --- ---
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
EConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -46635.085
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 16/12/2018
Reduced Level (mRL):
1.763
Client Date Completed
Rec : 910/1000mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/12/2018 N -29919.393
4.10
1.46
1.51
75
mm
Depth
( m )
Casing
Record
Top: Light to medium grey, silty CLAY
Te
st
Bottom: DITTO
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
Thick-
ness
( m )
W
G
75
mm Description
Sheet Borehole Ref. No.
of 6
Very soft, light to medium grey, CLAY
2 BH-5
SAMPLE / INSITU TEST
75
mm
75
mm
SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )Legend
75
mm
Top: Light to medium grey, silty CLAYRec : 900/1000mm
Soft, light to medium grey, CLAY
Rec : 350/450mm
Rec : 300/450mm
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- --- 18.35
--- xx
--- xx
19.000 --- xx
--- xx
--- xx 19.48
19.500 1 1 1 1 1 2 --- ---
P7/D7 N= 5 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 1 2 2 2 2 2 --- ---
P8/D8 N= 8 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CRR = Core Recovery Ratio Mudstone
1.92
Rec : 350/450mm
Rec : 350/450mm
Date
Top: Light to medium grey, CLAY
Prepared by: Checked by:
Medium stiff, light to medium grey, CLAY
Decayed
Matter15/12/18
27.00
Depth of
Hole (m)
Rec : 900/1000mm
1.13
16/12/18 19:00 60.00
Top: Light to medium grey, CLAY
8:30 42.00
19:00
19:00
- -
27.008:30
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
16/12/18
15/12/18
14/12/18
Medium stiff, light to medium grey, CLAY
42.00
14/12/18
Bottom: Light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
Rec : 300/450mm
Rec : 900/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 2 1 2 2 3 2 --- ---
P9/D9 N= 9 --- ---
24.450 --- ---
--- ---
--- ---
--- ---
--- ---
25.500 2 2 3 3 3 5 --- ---
P10/D10 N= 14 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15/12/2018 27.000 3 4 4 5 5 6 --- --- Very stiff, medium to dark grey, CLAY
P11/D11 N= 20 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- --- 28.47
28.500 3 5 4 4 5 6 --- xx
P12/D12 N= 19 --- xx
28.950 --- xx
ROTARY
WASH100 Vertical 16/12/2018
8.99
Casing
Record
SOIL / STRATUM DETAILS
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-46635.085
14/12/2018 N -29919.393
Borehole Ref. No.
Reduced Level (mRL):
1.763
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
of 6 BH-5
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
75
mm
75
mm
75
mm
Sheet
PULAU INDAH SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
SAMPLE / INSITU TEST
3
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Thick-
ness
( m )
75
mm
75
mm
Stiff, light to medium grey, CLAY
with trace of peat
Rec : 350/450mm
Description
Field Test / Rock Cores
W
GLegend
Depth
( m )
75
mm
Very stiff, medium to dark grey, silty
-DITTO-
CLAY with some of peat
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.98
30.000 4 4 5 4 5 5 --- ---
P13/D13 N= 19 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- --- 31.46
31.500 4 3 4 4 5 4 --- . . .
P14/D14 N= 17 --- . . .
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 32.87
33.000 5 4 5 5 7 7 --- xx Very stiff, light to medium grey, silty
P15/D15 N= 24 --- xx
33.450 --- xx
--- xx
--- xx
--- xx
--- xx
34.500 4 5 6 6 5 7 --- xx
P16/D16 N= 24 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CRR = Core Recovery Ratio Mudstone
1.48
1.41
1.51
Remarks :
Very stiff, light to medium grey, sandy
CLAY
CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter15/12/18 19:00 42.00
14/12/18 - -
14/12/18 19:00 27.00
8:30 42.00
16/12/18 19:00 60.00
Checked by:
15/12/18 8:30 27.00
Prepared by:
16/12/18
Rec : 250/450mm
Rec : 320/450mm
Rec : 300/450mm
Rec : 300/450mm
-DITTO-
Very stiff, light to medium grey, CLAY
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 5 4 5 5 6 6 --- xx
P17/D17 N= 22 --- xx
36.450 --- xx
--- xx
--- xx
--- xx
--- xx 37.43
37.500 5 6 7 7 8 9 . . . ---
P18/D18 N= 31 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 6 5 6 7 9 10 . . . ---
P19/D19 N= 32 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.45
40.500 5 6 7 6 8 8 . . . xx Medium dense, light to medium grey,silty
P20/D20 N= 29 . . . xx
40.950 . . . xx
3.02
Reduced Level (mRL):
1.763
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 16/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/12/2018 N -29919.393
-DITTO-
SAND
Dense, light to medium grey, very clayey
Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Sheet Borehole Ref. No.
4 of 6 BH-5
E -46635.085
Rec : 300/450mm
4.56
-DITTO-
fine grain SAND
Rec : 250/450mm
Rec : 200/450mm
Rec : 270/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 6 6 7 6 7 8 . . . xx
P21/D21 N= 28 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
16/12/2018 43.500 4 5 5 6 7 9 . . . xx
P22/D22 N= 27 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 44.89
45.000 5 6 7 7 8 8 . . . ---
P23/D23 N= 30 . . . ---
45.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 46.43
46.500 6 8 8 8 9 10 . . . xx
P24/D24 N= 37 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CRR = Core Recovery Ratio Mudstone
4.44
1.54
16/12/18 8:30 42.00
19:00 60.00
Checked by:
16/12/18
Prepared by:
15/12/18 8:30 27.00
Decayed
Matter15/12/18 19:00 42.00
Remarks :
14/12/18 - -
14/12/18 19:00 27.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Dense, light to medium grey, silty fine
Medium dense, light to medium grey,
Medium dense, light to medium grey, silty
fine grain SAND
-DITTO-
grain SAND
Rec : 300/450mm
Rec : 270/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 250/450mm
clayey SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 6 7 8 9 9 9 . . . xx
P25/D25 N= 35 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.49
49.500 6 6 7 9 8 10 . . . ---
P26/D26 N= 34 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.90
51.000 6 5 6 6 7 8 . . . xx
P27/D27 N= 27 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.45
52.500 4 4 4 5 5 5 . . . ---
P28/D28 N= 19 . . . ---
52.950 . . . ---
Vertical
3.06
1.41
1.55
Depth
( m )
Thick-
ness
( m )
W
G
Date Completed
Reduced Level (mRL):
1.763
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
SG/1281/2018 14/12/2018 N -29919.393
16/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH
Very stiff, light to medium grey, sandy
CLAY
Medium dense, light to medium grey, silty
Field Test / Rock Cores
Casing
RecordLegend
-DITTO-7
5m
m
75
mm
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Description
Sheet Borehole Ref. No.
5 of 6 BH-5
E -46635.085
Dense, light to medium grey, slightly
clayey SAND
fine grain SAND
Rec : 280/450mm
Rec : 260/450mm
Rec : 250/450mm
Rec : 300/450mm
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 53.83
54.000 4 5 5 4 5 6 --- xx
P29/D29 N= 20 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx
55.500 4 4 5 5 6 6 --- xx
P30/D30 N= 22 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 56.98
57.000 4 4 3 4 4 5 --- ---
P31/D31 N= 16 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 4 5 5 6 7 --- ---
P32/D32 N= 23 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CRR = Core Recovery Ratio Mudstone
1.38
3.15
Prepared by: Checked by:
16/12/18 8:30 42.00
16/12/18 19:00 60.00
15/12/18 8:30 27.00
Decayed
Matter15/12/18 19:00 42.00
Depth of
Water
(m)
Remarks :
14/12/18 - -
14/12/18 19:00 27.00
Very stiff, light to medium grey, CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
-DITTO-
-DITTO-
Very stiff, light to medium grey, silty
CLAY
Rec : 300/450mm
Rec : 310/450mm
Rec : 280/450mm
Rec : 250/450mm
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 5 6 5 6 7 --- ---
P33/D33 N= 24 --- ---
60.450 --- ---
--- ---
--- --- 60.45
3.47
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -46635.085
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Reduced Level (mRL):
1.763
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
16/12/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 14/12/2018 N -29919.393
W
G
Borehole terminated at depth 60.45m
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
DescriptionSample
No.
75
mm
Depth
( m )
Thick-
ness
( m )TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Rec : 280/450mm
Sheet Borehole Ref. No.
6 of 6 BH-5
-DITTO-
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.3
= Cored Sampleoooo
oooo Gravel27.00 0.1
= Vane Shear Test42.00 0.4
RQD = Rock Quality Disignation++++
++ Granite42.00 0.2
TCR = Total Core Recovery Limestone60.00 0.3
CRR = Core Recovery Ratio Mudstone
Prepared by:
16/12/18 8:30 42.00
19:00
15/12/18 8:30 27.00
Decayed
Matter15/12/18 19:00 42.00
Checked by:
60.0016/12/18
14/12/18 - -
14/12/18 19:00 27.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
9/11/2018 0.000 D1 . . . ---
0.300 . . . ---
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 xx --- 5
P1/D2 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.95
3.000 --- ---
UD1 --- ---
--- ---
--- ---
4.000 --- ---
--- ---
--- --- 4.40
4.500 xx ---
P2/D3 xx ---
4.950 xx ---
1.45
Top: Light grey, CLAY
Rec: 300/450mm
BH-661
Light grey, very clayey SAND
Very soft, light grey, clayey SILT
Date Started
PULAU INDAH 9/11/2018 N
Job No.
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
-31069.897
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47046.682EDate Completed
SG/1281/2018
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
G
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
Te
st
75
mm
Sample
No.
Depth
( m )Legend
Standard Penetration Test Graph
Depth
( m )
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
TOPSOIL
-HAMMER WEIGHT-7
5m
m
75
mm
2.65
Field Test / Rock Cores
75
mm
-HAMMER WEIGHT-
Rec: 250/450mm
Rec: 300/450mm
Rec: 800/1000mm
Bottom: DITTO
HSS INTEGRATED SDN. BHD.
0.30 0.30
Very soft, light grey, clayey SILT
WESTPORTS (M) DDN. BHD.1.299
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
12/11/2018Vertical100ROTARY
WASH
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.90
6.000 . . . ---
UD2 . . . ---
. . . ---
. . . ---
7.000 . . . ---
. . . ---
. . . --- 7.45
7.500 1 0 1 1 0 1 xx ---
P3/D4 N= 3 xx ---
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 9.00
9.000 . . . ---
UD3 . . . ---
. . . ---
. . . ---
10.000 . . . ---
9.00 . . . ---
. . . --- 10.40
10.500 1 1 0 1 1 2 xx ---
P4/D5 N= 6 xx ---
10.950 xx ---
xx ---
xx ---
xx ---
xx ---
12.000 xx --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
1.50
1.55
1.55
1.40
Top: Light grey, very clayey SAND
Bottom: DITTO
Rec: 850/1000mm
Rec: 800/1000mm
Rec: 300/450mm
Rec: 300/450mm
Top: Light grey, very clayey SAND
Rec: 300/450mm
Prepared by:
Soft, light grey, clayey SILT
9/11/18 18:30
12/11/18
Checked by:
10/11/18
12/11/18 6018:30
9:00
9:00
42
42
27.00
9:00
Decayed
Matter10/11/18 18:30
Depth of
Hole (m)
27.00
0.00
Date
Bottom: DITTO
LegendDepth
of
Casing
(m)
Time
1.60
9/11/18
Depth of
Water
(m)
Remarks :
Soft, light grey, clayey SILT
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- . . .
UD4 --- . . .
--- . . .
--- . . .
13.000 --- . . .
--- . . .
--- . . . 13.45
13.500 1 1 2 1 2 2 xx ---
P5/D6 N= 7 xx ---
13.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
15.000 xx ---
UD5 xx ---
xx ---
xx ---
16.000 xx ---
xx ---
xx ---
16.500 1 0 1 2 1 2 xx ---
P6/D7 N= 6 xx ---
16.950 xx ---
1.45
4.45
Rec : 800/1000mm
Medium stiff, light grey clayey SILT with
gravel.
Top: Light grey clayey SILT
Bottom: DITTO
Bottom: DITTO
Legend
75
mm
Field Test / Rock Cores
75
mm
Casing
Record
Thick-
ness
( m )
W
G
Depth
( m )
Sheet Borehole Ref. No.
SOIL / STRATUM DETAILS
75
mm
of2 BH-6
Standard Penetration Test Graph
6
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
75
mm
Depth
( m )
Top: Light and grey sandy CLAY
Rec : 250/450mm
Rec : 300/450mm
Description
Te
st
TC
R (
m)
Rec : 750/1000mm
75
mm
Medium stiff light grey clayey SILT
Reduced Level (mRL):
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 9/11/2018 N -31069.897
100 Vertical 12/11/20181.299
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47046.682
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
'N' Value
0 10 20 30 40 50
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 17.90
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.50
19.500 1 1 2 1 2 3 xx ---
P7/D8 N= 8 xx ---
19.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
21.000 1 1 2 2 1 3 xx ---
P8/D9 N= 8 xx ---
21.450 xx ---
xx ---
xx ---
xx ---
xx --- 22.45
22.500 1 1 2 4 4 5 . . . ---
P9/D10 N= 15 . . . ---
22.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
24.000 . . . ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay0.00 -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
1.60
2.95
Rec : 300/450mm
Rec : 250/450mm
Bottom: DITTO
plasticity
Top: Light grey CLAY of intermediate
Checked by:
Time
Depth
of
Casing
(m)
42
Stiff, light grey clayey SILT with sand
18:30
18:30
27.00
9:00 0.00
10/11/18
Date
9/11/18
Depth of
Hole (m)
18:30
10/11/18
27.00
Rec : 300/450mm
Rec : 850/1000mm
Rec : 300/450mm
-DITTO-
9:00 42
Legend
9:00
Decayed
Matter
9/11/18
Remarks :
Very stiff, light grey clayey SAND
Depth of
Water
(m)
Prepared by:
6012/11/18
12/11/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 2 1 3 2 3 . . . ---
P10/D11 N= 9 . . . ---
24.500 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
10/11/2018 25.500 2 2 3 3 4 4 . . . ---
P11/D12 N= 14 . . . ---
25.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 26.85
27.000 1 2 1 2 2 3 xx ---
P12/D13 N= 8 xx ---
27.450 xx ---
xx ---
xx ---
xx ---
xx ---
28.500 1 1 2 2 3 3 xx ---
P13/D14 N= 10 xx ---
28.950 xx ---
4.40
3.05 -DITTO-
Rec : 250/450mm
Rec : 300/450mm
Rec : 800/1000mm
Stiff, light grey, clayey SILT
-DITTO-
Rec : 300/450mm
Standard Penetration Test Graph
Depth
( m ) Te
st
RQ
D %
DescriptionDepth
( m )
Thick-
ness
( m )
W
G
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Field Test / Rock Cores
Casing
RecordLegend
75
mm
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-6
-DITTO-
Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 9/11/2018 N -31069.897
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
12/11/2018Reduced Level (mRL):
1.299
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47046.682
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
28.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 29.90
30.000 1 2 2 3 3 4 . . . ---
P14/D15 N= 12 . . . ---
30.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
31.500 1 2 2 2 4 4 . . . ---
P15/D16 N= 12 . . . ---
31.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
33.000 2 2 1 2 3 3 . . . ---
P16/D17 N= 9 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
34.500 1 1 2 4 3 2 . . . ---
P17/D18 N= 11 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Remarks :
60
27.00
27.00
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
9/11/18 18:30
Prepared by:
12/11/18
9:00
9:00 0.009/11/18
10/11/18
9:00 42
12/11/18
Checked by:
Decayed
Matter10/11/18 18:30 42
18:30
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Stiff, light grey silghtly clayey SAND
-DITTO-
-DITTO-
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 1 2 3 2 2 . . . ---
P18/D19 N= 9 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 37.45
37.500 1 2 2 3 3 5 xx ---
P20/D21 N= 13 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
39.000 1 2 2 2 4 4 xx ---
P21/D22 N= 12 xx ---
39.450 xx ---
xx ---
xx ---
xx ---
xx ---
40.500 1 2 2 3 5 5 xx ---
P22/D23 N= 15 xx ---
40.950 xx ---
-DITTO-
7.55
4.45
Rec : 350/450mm
Rec : 300/450mm
Rec : 800/1000mm
Rec : 250/450mm
-DITTO-
-DITTO-
Sheet Borehole Ref. No.
4 of 6 BH-6
Depth
( m )
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
CR
R % Casing
Record
Depth
( m )
Thick-
ness
( m )
75
mm
RQ
D % W
GTe
st Sample
No.
TC
R (
m)
75
mm
75
mm
Standard Penetration Test Graph
75
mm
75
mm
75
mm Legend Description
Stiff, light grey clayey SILT
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 9/11/2018 N -31069.897
Reduced Level (mRL):
1.299
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-47046.682
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 12/11/2018
'N' Value
0 10 20 30 40 50
40.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 41.90
42.000 2 2 4 4 3 7 xx . . .
P23/D24 N= 18 xx . . .
42.500 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
12/11/2018 43.500 2 2 4 4 6 7 xx . . .
P24/D25 N= 21 xx . . .
43.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 45.00
45.000 2 3 4 4 6 6 . . . xx
P25/D26 N= 20 . . . xx
45.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.40
46.500 2 3 5 5 7 10 . . . ---
P26/D27 N= 27 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
Very stiff, light grey sandy SILT with
1.40
3.10
Rec : 250/450mm
Rec : 270/450mm
clay
Very stiff, light grey silty SAND with clay.
Rec : 250/450mm
Rec : 300/450mm
Rec : 250/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0.00
42
9/11/18 18:30 27.00
10/11/18 9:00 27.00
Checked by: Prepared by:
42
12/11/18
12/11/18 9:00
18:30 60
Decayed
Matter
9/11/18
10/11/18 18:30
9:00
Very stiff, light grey silghtly clayey SAND
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 2 3 7 9 9 12 . . . ---
P27/D28 N= 37 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
49.500 2 4 6 6 9 11 . . . ---
P28/D29 N= 32 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 2 3 6 8 8 12 . . . ---
P29/D30 N= 34 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 52.45
52.500 2 4 6 8 9 9 . . . xx
P30/D31 N= 32 . . . xx
52.950 . . . xx
6.05
-DITTO-
Hard, light grey silty SAND
Hard, light grey clayey SAND
Standard Penetration Test Graph
Legend
Rec : 300/450mm
Sheet Borehole Ref. No.
5 of 6 BH-6
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D % W
G
Field Test / Rock Cores
Hard, light grey clayey SAND
75
mm
75
mm
75
mm
Casing
Record
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
12/11/2018
75
mm
75
mm
Coordinates
PULAU INDAH SG/1281/2018 9/11/2018 N -31069.897
Reduced Level (mRL):
1.299
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47046.682
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
52.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 53.90
54.000 2 4 5 5 8 10 . . . ---
P31/D32 N= 28 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
55.500 2 4 6 6 10 12 . . . ---
P32/D33 N= 34 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 56.95
57.000 3 5 8 8 9 9 --- . . .
P33/D34 N= 34 --- . . .
57.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
58.500 2 4 6 8 10 12 --- . . .
P34/D35 N= 36 --- . . .
58.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
60.000 --- . . . 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
3.05
3.05
1.45
-DITTO-
-DITTO-
9/11/18
9:00
18:30
42
Remarks :
Hard, light grey clayey SAND
27.00
Depth of
Water
(m)
0.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
9:009/11/18
Checked by:
12/11/18 18:30
Prepared by:
60
Decayed
Matter10/11/18 18:30 42
12/11/18
10/11/18 9:00 27.00
Rec : 300/450mm
Rec : 250/450mm
Rec : 270/450mm
Rec : 300/450mm
Rec : 300/450mm
Hard, light grey sandy CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 2 4 7 9 9 12 . . . ---
P35/D36 N= 37 . . . ---
60.450 . . . ---
. . . ---
. . . ---
. . . --- 60.45
Rec : 300/450mm0.45
Sheet Borehole Ref. No.
6 of 6 BH-6
Thick-
ness
( m )
Standard Penetration Test Graph
Coordinates
Depth
( m ) Te
st Sample
No.
TC
R (
m)
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
75
mm
75
mm
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Legend
75
mm
75
mm Description
75
mm
Depth
( m )
CR
R %
Borehole terminated at depth 60.45m
Hard, light grey very clayey SAND
PULAU INDAH SG/1281/2018 9/11/2018 N -31069.897
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
12/11/2018Reduced Level (mRL):
1.299
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47046.682
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel7.00 0.40
= Vane Shear Test42 -
RQD = Rock Quality Disignation++++
++ Granite42 0.5
TCR = Total Core Recovery Limestone60.45 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
9/11/18 18:30 27.00
Decayed
Matter
9:00 0.00
60
9:00
12/11/18
4212/11/18
Prepared by:
10/11/18
10/11/18 18:30 42
Checked by:
9/11/18
9:00 27.00
18:30
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
27/11/2018 0.000 . . . --- 0.30 0.30
. . . ---
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 1 0 1 0 1 --- xx
P1/D1 N= 2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.95
3.000 --- --- Top: Light to medium grey, CLAY of very
UD1 --- --- high plasticity
--- ---
--- --- Bottom: DITTO
4.000 --- ---
--- ---
--- --- 4.40
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
2.65
1.45
Very soft, light to medium grey, silty
75
mm
Depth
( m )Legend
75
mm
CR
R %
Rec: 300/450mm
RQ
D %
Rec: 250/450mm
75
mm
Casing
Record
Rec: 900/1000mm
Reduced Level (mRL):
-30676.015
Light grey, very clayey SAND
Type of
Boring
SAMPLE / INSITU TEST
Te
st Sample
No.
W
G
TC
R (
m)
PULAU INDAH
ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD. 100
Thick-
ness
( m )
Client Consultant
Depth
( m )
75
mm
BH-761
Date Completed
Date Started
SOIL / STRATUM DETAILS
-HAMMER WEIGHT-
CLAY
2/12/2018Vertical
Description
75
mm
Sheet Borehole Ref. No.
E -468112.510
of
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Boring
Dia.
(mm)
Orientation
1.724
Job No.
SG/1281/2018
Field Test / Rock Cores
Standard Penetration Test Graph
75
mm
Coordinates
N27/11/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.90
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- --- Bottom: DITTO
--- ---
7.000 --- ---
--- ---
--- --- 7.45
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 UD3 --- xx Top: Light to medium grey, silty CLAY
--- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx
10.500 --- xx Very soft, light to medium grey, silty
P4/D4 N= 0 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt ONSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 0.3
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
4.55
1.55
1.50
19:00
Depth of
Hole (m)
25.50
8:30
Decayed
Matter
15.00
30/11/18
Remarks :
1/12/18 8:30 25.50
45.00
30/11/18
1/12/18 19:00
15.00
Rec: 900/1000mm
Date Time
Legend
27/11/18 8:30 -
Depth of
Water
(m)
Rec: 250/450mm
27/11/18 19:00
Depth of
Casing
(m)
Rec: 300/450mm
-HAMMER WEIGHT-
Rec: 270/450mm
-HAMMER WEIGHT-
Rec: 800/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- --- 12.30
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx Very soft, light to medium grey, silty
13.950 --- xx CLAY
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx Top: Light to medium grey, silty CLAY
--- xx
--- xx Bottom: DITTO
16.000 --- xx
--- xx
--- xx
30/11/2018 16.500 --- xx Very soft, light to medium grey, silty
P6/D6 N= 0 --- xx
16.950 --- xx
0.30
5.65
Rec : 800/1000mm
-HAMMER WEIGHT-
Rec : 850/1000mm
Rec : 300/450mm
-HAMMER WEIGHT-
Rec : 300/450mm
plasticity
CLAY
Legend
75
mm
Depth
( m )
75
mm
W
GTe
st
Top: Light to medium grey, CLAY of high
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 6
Sheet Borehole Ref. No.
of2 BH-7
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 27/11/2018 N -30676.015
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
E -468112.510
Reduced Level (mRL):
1.724
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.95
18.000 --- ---
UD6 --- --- 18.40
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
19.000 --- xx
--- xx
--- xx
19.500 --- xx
P7/D7 N= 0 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
21.000 --- xx
UD7 --- xx
--- xx 21.55
--- --- Bottom: Light to medium grey, CLAY
22.000 --- ---
--- ---
--- ---
22.500 0 1 0 1 1 1 --- ---
P8/D8 N= 3 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand15.00 0.3
= Cored Sample
oooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
CRR = Core Recovery Ratio Mudstone45.00 -
2.45
3.15
0.45Rec : 800/1000mm
Rec : 900/1000mm
Rec : 270/450mm
Rec : 270/450mm
-HAMMER WEIGHT-
Rec : 300/450mm
Very soft, light to medium grey, silty
Top: Light to medium grey, CLAY
25.50
25.50
Prepared by: Checked by:
Top: Light to medium grey, silty CLAY
Soft, light to medium grey, CLAY
Decayed
Matter30/11/18
1/12/18 19:00
1/12/18 8:30
8:30
27/11/18 8:30 -
15.008:30
19:00
30/11/18
27/11/18 15.00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
CLAY
45.00
19:00
45.00
2/12/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.45
25.500 1 2 1 2 2 2 --- xx
P9/D9 N= 7 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1/12/2018 27.000 2 1 2 2 3 2 --- xx
P10/D10 N= 9 --- xx
27.450 --- xx
--- xx
--- xx
--- xx
--- xx
28.500 2 2 3 2 2 3 --- xx
P11/D11 N= 10 --- xx
28.950 --- xx
Bottom: DITTO
4.45
1.45
Rec : 900/1000mm
Rec : 300/450mm
Rec : 270/450mm
CLAY
Stiff, light to medium grey, silty CLAY
Reduced Level (mRL):
Stiff, light to medium grey, silty CLAY
Top: Light to medium grey, CLAY of high
plasticity
75
mm
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-7
E -468112.510
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
Rec : 350/450mm
Medium stiff, light to medium grey, silty
Coordinates
PULAU INDAH SG/1281/2018 27/11/2018 N -30676.015
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Client ConsultantType of
Boring
1.724Vertical 2/12/2018
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.90
30.000 2 3 3 2 3 3 --- ---
P12/D12 N= 11 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 1 2 3 2 2 2 --- ---
P13/D13 N= 9 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 32.80
33.000 3 4 5 5 5 6 . . . ---
P14/D14 N= 21 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.45
34.500 2 2 1 2 3 2 --- ---
P15/D15 N= 8 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 0.3
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
CRR = Core Recovery Ratio Mudstone45.00 -
Rec : 250/450mm
1.65
2.90
Rec : 250/450mm
Rec : 270/450mm
Rec : 240/1000mm
CLAY
Remarks :Depth of
Water
(m)
Stiff, light to medium grey, CLAY
15.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
45.00
Decayed
Matter30/11/18 19:00 25.50
27/11/18 8:30 -
27/11/18 19:00
15.00
Prepared by:
1/12/18 8:30 25.50
1/12/18 19:00
Very stiff, light to medium grey, sandy
Rec : 300/450mm
Checked by:
2/12/18 8:30 45.00
30/11/18 8:30
Medium stiff, light to medium grey, CLAY
Stiff, light grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 2 3 2 2 --- ---
P16/D16 N= 9 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- ---
37.500 4 3 4 5 6 7 --- ---
P17/D17 N= 23 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 3 4 4 4 5 6 --- ---
P18/D18 N= 19 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 4 5 5 4 5 7 --- ---
P19/D19 N= 21 --- ---
40.950 --- ---
Rec : 270/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
-DITTO-
Field Test / Rock Cores
-DITTO-
Stiff, light to medium grey, CLAY
Very stiff, light to medium grey, CLAY
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
GDescription
9.00
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Sheet Borehole Ref. No.
4 of 6 BH-7
E -468112.510
Reduced Level (mRL):
1.724
of high plasticity
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 27/11/2018 N -30676.015
2/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 3 5 4 5 5 6 --- ---
P20/D20 N= 20 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- --- 43.45
43.500 3 4 4 5 5 7 --- xx
P21/D21 N= 21 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 44.95
45.000 5 4 5 7 7 9 --- ---
P22/D22 N= 28 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
2/12/2018 46.500 3 3 4 4 3 4 --- ---
P23/D23 N= 15 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 0.3
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
CRR = Core Recovery Ratio Mudstone45.00 -
1.50
Rec : 300/450mm
Rec : 270/450mm
Rec : 230/450mm
Rec : 300/450mm
Rec : 300/450mm
1/12/18
Stiff, light to medium grey, CLAY
Prepared by:
1/12/18 8:30 25.50
19:00
Decayed
Matter30/11/18 19:00 25.50
Checked by:
2/12/18 8:30 45.00
45.00
27/11/18 19:00 15.00
30/11/18 8:30 15.00
Depth of
Water
(m)
Remarks :
27/11/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
-DITTO-
Very stiff, light to medium grey, CLAY
Very stiff, light to medium grey, silty
CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 4 3 5 5 4 --- ---
P24/D24 N= 17 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- --- 49.45
49.500 3 3 4 5 5 5 . . . ---
P25/D25 N= 18 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.90
51.000 3 4 4 5 6 6 --- xx
P26/D26 N= 21 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx 52.45
52.500 5 4 5 6 6 9 --- ---
P27/D27 N= 26 --- ---
52.950 --- ---
1.55
1.45
Very stiff, light to medium grey, silty
Very stiff, light to medium grey, sandy
75
mm
CLAY
Field Test / Rock Cores
Casing
RecordLegend
Very stiff, light to medium grey, CLAY
4.50
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
E -468112.510
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Sheet Borehole Ref. No.
5 of 6 BH-7
CLAY
Very stiff, light to medium grey, CLAY
Rec : 300/450mm
Rec : 270/450mm
Rec : 250/450mm
Rec : 300/450mm
Coordinates
PULAU INDAH SG/1281/2018 27/11/2018 N -30676.015
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Client ConsultantType of
Boring
Reduced Level (mRL):
1.724Vertical 2/12/2018
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 53.80
54.000 4 3 4 5 5 7 --- xx
P28/D28 N= 21 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx
55.500 3 4 4 5 6 6 --- xx
P29/D29 N= 21 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 56.95
57.000 3 4 4 3 5 6 --- ---
P30/D30 N= 18 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- --- 58.40
58.500 4 3 4 6 6 7 --- xx
P31/D31 N= 23 --- xx
58.950 --- xx
--- xx
--- xx
--- xx
--- xx
60.000 --- xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 0.3
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
CRR = Core Recovery Ratio Mudstone45.00 -
1.35
Prepared by: Checked by:
2/12/18 8:30 45.00
1.60
1/12/18 8:30 25.50
1/12/18 19:00 45.00
30/11/18 8:30 15.00
Decayed
Matter30/11/18 19:00 25.50
Remarks :
27/11/18 8:30 -
27/11/18 19:00 15.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
1.45
3.15
Depth of
Water
(m)
Very stiff, light to medium grey, CLAY
CLAY
-DITTO-
Very stiff, light to medium grey, silty
Very stiff, light to medium grey, silty
CLAY
Rec : 300/450mm
Rec : 230/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 4 5 5 7 8 --- . . .
P32/D32 N= 25 --- . . .
60.450 --- . . .
--- . . .
--- . . . 60.45
Borehole terminated at depth 60.45m
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
Casing
Record
75
mm
75
mm
Very stiff, light to medium grey, sandy
CLAY
0.45Rec : 200/450mm
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Sheet Borehole Ref. No.
6 of 6 BH-7
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Client Consultant
Reduced Level (mRL):
1.724
Coordinates
PULAU INDAH SG/1281/2018 27/11/2018 N -30676.015
E -468112.510
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 0.3
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test25.50 0.2
RQD = Rock Quality Disignation++++
++ Granite25.50 -
TCR = Total Core Recovery Limestone45.00 0.4
CRR = Core Recovery Ratio Mudstone45.00 -
Checked by: Prepared by:
1/12/18 8:30 25.50
19:001/12/18
Decayed
Matter30/11/18 19:00 25.50
2/12/18 8:30 45.00
27/11/18 19:00 15.00
45.00
30/11/18 8:30 15.00
Remarks :
27/11/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
18/12/2018 0.000 . . . ---
. . . ---
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx
P1/D1 N= 0 --- xx CLAY
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.95
3.000 . . . --- Top: Light to medium grey, slightly clayey
UD1 . . . --- SAND
. . . ---
. . . --- Bottom: Light to medium grey, slightly
4.000 . . . --- clayey SAND
. . . ---
. . . --- 4.40
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
61
0.30
Date Completed
W
G
Light grey, very clayey SAND
Depth
( m )
Date Started
PULAU INDAH 18/12/2018 N
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-8
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
-29989.421
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -46498.503E
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
75
mm
Rec: 760/1000mm
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Standard Penetration Test Graph
Legend
75
mm
75
mm
-HAMMER WEIGHT-
-HAMMER WEIGHT-
Depth
( m )
0.30
Very soft, light to medium grey, silty
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
22/12/2018Vertical100ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
1.883
Rec: 350/450mm
Rec: 350/450mm
Te
st
1.45
2.65
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx 6.50
--- --- Bottom: Light to medium grey, CLAY
--- ---
7.000 --- ---
--- ---
--- --- 7.45
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.86
9.000 --- . . . Top: Light to medium grey, sandy CLAY
UD3 --- . . .
--- . . . Bottom: DITTO
--- . . .
10.000 --- . . .
--- . . .
--- . . . 10.40
10.500 0 1 0 1 0 1 --- --- Very soft, light to medium grey, silty
P4/D4 N= 2 --- --- CLAY
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.5
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
21/12/18
42.00
-HAMMER WEIGHT-
Rec: 900/1000mm
21/12/18
Legend Depth of
Casing
(m)
8:30 -
Rec: 900/1000mm
8:00
51.0019:00
Time
8:30
42.00
19:00
Decayed
Matter20/12/18 19:00
Depth of
Hole (m)
24.00
20/12/18
Date
18/12/18
18/12/18
24.00
Depth of
Water
(m)
Remarks :
0.95
2.10
Rec: 370/450mm
Rec: 400/450mm
Rec: 350/450mm
1.41
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- --- 12.30
xx . . .
xx . . .
13.000 xx . . .
xx . . .
xx . . . 13.40
13.500 0 1 0 1 1 1 --- ---
P5/D5 N= 3 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 0 1 0 1 1 1 --- ---
P6/D6 N= 3 --- ---
16.950 --- ---
1.90
1.10
Rec : 350/450mm
Rec : 900/1000mm
Rec : 300/450mm
Bottom: Light to medium grey, sandy SILT
some of organic matter
Soft, light to medium grey, CLAY with
Top: Light to medium grey, CLAY
Very soft, light to medium grey, CLAY
Bottom: DITTO
LegendDepth
( m )
W
G
Rec : 920/1000mm
Top: Light to medium grey, CLAY
75
mm
75
mm
75
mm
Borehole Ref. No.
6
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
75
mm
75
mm
Depth
( m )Description
Casing
Record
Thick-
ness
( m )
Te
st
TC
R (
m)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
of2 BH-8
Sheet
Coordinates
PULAU INDAH SG/1281/2018 18/12/2018 N -29989.421
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
4.49
E -46498.503
Reduced Level (mRL):
1.883
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 17.89
18.000 . . . ---
UD6 . . . ---
. . . ---
. . . ---
19.000 . . . ---
. . . ---
. . . --- 19.45
19.500 1 1 1 1 1 2 --- xx
P7/D7 N= 5 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.78
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.50
22.500 1 2 2 2 2 2 xx . . .
P8/D8 N= 8 xx . . .
22.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
24.000 xx . . .
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 0.5
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
CRR = Core Recovery Ratio Mudstone51.00 0.3
Rec : 300/450mm
Rec : 740/1000mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 730/1000mm
Medium stiff, light to medium grey, silty
19:00
Depth of
Hole (m)
21/12/18 19:00
24.00
Date
22/12/18 8:30 51.00
8:30 -
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Decayed
Matter20/12/18
51.00
18/12/18
42.0019:00
21/12/18 8:00 42.00
8:3020/12/18 24.00
Checked by:
Top: Light to medium grey, CLAY
Bottom: DITTO
Bottom: DITTO
Prepared by:
CLAY
18/12/18
Medium stiff, light to medium grey, sandy
SILT
1.56
1.33
1.72
Top: Light to medium grey, clayey SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 2 1 2 2 2 2 xx . . .
P9/D9 N= 8 xx . . .
24.450 xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 25.48
20/12/2018 25.500 3 2 2 2 3 3 . . . ---
P10/D10 N= 10 . . . ---
25.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 26.90
27.000 4 3 4 4 3 5 xx . . .
P11/D11 N= 16 xx . . .
27.450 xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 28.45
28.500 6 5 6 6 7 7 . . . xx
P12/D12 N= 26 . . . xx
28.950 . . . xx
Rec : 300/450mm
Rec : 300/450mm
Rec : 340/450mm
fine grain SAND
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Rec : 300/450mm
75
mm
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
6 BH-8
Coordinates
Date Completed
75
mm
RQ
D %
75
mm
75
mm
75
mm
75
mm
Medium dense, light to medium grey, silty
SILT
Very stiff, light to medium grey, sandy
SAND
Stiff, light to medium grey, very clayey
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
3 of
PULAU INDAH SG/1281/2018 18/12/2018 N -29989.421
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
2.98
1.42
1.55
E -46498.503
Reduced Level (mRL):
1.883
-DITTO-
'N' Value
0 10 20 30 40 50
28.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
30.000 5 6 7 7 9 9 . . . xx
P13/D13 N= 32 . . . xx
30.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
31.500 6 7 9 8 10 10 . . . xx
P14/D14 N= 37 . . . xx
31.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 32.84
33.000 6 6 7 8 9 11 . . . ---
P15/D15 N= 35 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
34.500 6 5 5 8 9 9 . . . ---
P16/D16 N= 31 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.5
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
CRR = Core Recovery Ratio Mudstone51.00 0.3
Rec : 250/450mm
Rec : 300/450mm
-DITTO-
Dense, light to medium grey, slightly
clayey SAND
grain SAND
Rec : 300/450mm
Rec : 200/450mm
-DITTO-
8:30
Rec : 250/450mm
Remarks :
51.00
24.00
Decayed
Matter
Prepared by:
21/12/18 42.00
21/12/18
22/12/18
18/12/18 19:00
19:00
8:00
8:30
Checked by:
51.00
20/12/18 19:00 42.00
-18/12/18
20/12/18 8:30 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Dense, light to medium grey, silty fine
4.39
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 7 6 7 9 9 11 . . . ---
P17/D17 N= 36 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 8 9 9 9 10 12 . . . ---
P18/D18 N= 40 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 7 6 7 7 9 10 . . . ---
P19/D19 N= 33 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.40
40.500 5 6 5 5 6 7 xx . . .
P20/D20 N= 23 xx . . .
40.950 xx . . .
7.56
SILT
Dense, light to medium grey, clayey
-DITTO-
Very stiff, light to medium grey, sandy
75
mm
BH-8
Sheet Borehole Ref. No.
4 of 6
-DITTO-
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
SAND
Te
st
75
mm
75
mm
75
mm Legend
Rec : 250/450mm
Rec : 280/450mm
Rec : 300/450mm
Rec : 300/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Casing
Record
Date Started Coordinates
PULAU INDAH SG/1281/2018 18/12/2018 N -29989.421
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46498.503
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
Reduced Level (mRL):
1.883
Client
'N' Value
0 10 20 30 40 50
40.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 41.85
42.000 6 5 6 6 7 8 . . . ---
P21/D21 N= 27 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.48
21/12/2018 43.500 5 6 7 7 8 8 xx . . .
P22/D22 N= 30 xx . . .
43.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 44.90
45.000 5 6 6 6 7 7 --- ---
P23/D23 N= 26 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
46.500 6 5 6 7 7 7 --- ---
P24/D24 N= 27 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
48.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.5
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
CRR = Core Recovery Ratio Mudstone51.00 0.3
-DITTO-
Very stiff, light to medium grey, clayey
SAND
Very stiff, medium to dark grey, CLAY
Very stiff, medium grey, sandy SILT
Depth of
Water
(m)
Remarks :
20/12/18 8:30 24.00
18/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
21/12/18
8:30 -
18/12/18 19:00 24.00
8:00
Checked by:
22/12/18 8:30 51.00
Decayed
Matter20/12/18 19:00 42.00
Prepared by:
21/12/18 42.00
19:00 51.00
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
1.42
1.63
1.45
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 5 6 6 7 --- ---
P25/D25 N= 24 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- ---
49.500 6 5 6 7 7 9 --- ---
P26/D26 N= 29 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
51.000 6 6 6 6 7 8 --- ---
P27/D27 N= 27 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
22/12/2018 52.500 7 6 7 8 8 8 --- ---
P28/D28 N= 31 --- ---
52.950 --- ---
Rec : 250/450mm
Rec : 250/450mm
Rec : 250/450mm
6 BH-8
Standard Penetration Test Graph
-DITTO-
E -46498.503
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
-DITTO-7
5m
m
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Hard, medium to dark grey, CLAY with
Rec : 250/450mm
some of organic matter
-DITTO-
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
5 of
Coordinates
PULAU INDAH SG/1281/2018 18/12/2018 N -29989.421
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
1.883WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 22/12/2018
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 5 6 7 7 8 9 --- ---
P29/D29 N= 31 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 6 6 6 7 7 7 --- ---
P30/D30 N= 27 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 5 4 6 7 7 8 --- ---
P31/D31 N= 28 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 6 6 6 7 8 8 --- ---
P32/D32 N= 29 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.5
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
CRR = Core Recovery Ratio Mudstone51.00 0.3
Rec : 270/450mm
Rec : 250/450mm
Depth of
Water
(m)
Rec : 250/450mm
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3018/12/18
8:00 42.00
Checked by:
51.00
21/12/18 19:00
Decayed
Matter20/12/18 19:00 42.00
21/12/18
22/12/18 8:30
51.00
Prepared by:
Remarks :
Very stiff, medium to dark grey, CLAY
18/12/18 19:00 24.00
20/12/18 8:30 24.00
-DITTO-
Rec : 250/450mm
-DITTO-
Rec : 250/450mm
Hard, medium to dark grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 7 6 7 7 8 9 --- ---
P33/D33 N= 31 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
15.55Rec : 200/450mm
Hard, medium to dark grey, CLAY
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-8
Coordinates
Date Completed
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Borehole terminated at depth 60.45m
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
PULAU INDAH SG/1281/2018 18/12/2018 N -29989.421
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E -46498.503
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
Reduced Level (mRL):
1.883
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 0.5
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 1.0
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone51.00 0.7
CRR = Core Recovery Ratio Mudstone51.00 0.3
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
8:30 -
18/12/18 19:00 24.00
51.00
20/12/18 8:30 24.00
8:00
21/12/18
Decayed
Matter20/12/18 19:00 42.00
8:30 51.00
42.00
Checked by:
18/12/18
Prepared by:
22/12/18
19:00
21/12/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
2/11/2018 0.000 D1 . . . ---
0.300 . . . ---
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 xx --- 5
P1/D2 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.95
3.000 --- ---
UD1 --- ---
--- ---
--- ---
4.000 --- ---
--- ---
--- --- 4.40
4.500 xx ---
P2/D3 xx ---
4.950 xx ---
1.204
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
6/11/2018100 VerticalROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
0.30 0.30
Very soft light grey clayey SILT
Top: CLAY of high plasticity
Bottom: DITTO
Sample
No.
0.30
75
mm
75
mm
75
mm
TOPSOIL
-HAMMER WEIGHT-
Standard Penetration Test Graph
Depth
( m )Description
Thick-
ness
( m )
75
mm
75
mm
Field Test / Rock Cores
Te
st
75
mm
Depth
( m )Legend
-46835.478EDate Completed
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
G
TC
R (
m)
CR
R %
RQ
D % Casing
Record
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
BH-961
Date Started Job No.
PULAU INDAH 2/11/2018 N -31014.387SG/1281/2018
Sheet Borehole Ref. No.
Reduced Level (mRL):
Rec: 300/450mm
Light grey, very clayey SAND
Very soft light grey clayey SILT.
of
Coordinates
2.65
-HAMMER WEIGHT-
Rec: 300/450mm
Rec: 800/1000mm
1.45
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.90
6.000 --- ---
UD2 --- ---
--- ---
--- ---
7.000 --- ---
--- ---
--- --- 7.40
7.500 1 0 1 1 0 1 xx ---
P3/D4 N= 3 xx ---
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 8.85
9.000 --- ---
UD3 --- ---
--- ---
--- ---
10.000 --- ---
9.00 --- ---
--- --- 10.40
10.500 1 0 1 1 1 2 xx ---
P4/D5 N= 5 xx ---
10.950 xx ---
xx ---
xx ---
xx ---
xx ---
12.00 xx --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand12.00 -
= Cored Sampleoooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
Medium stiff, light grey clayey SILT with
Soft, light grey clayey SILT with sand
Bottom: DITTO
Top: CLAY
Decayed
Matter03/11/18 18:30
Depth of
Hole (m)
12.00
03/11/18
02/11/18
sand
9:00
Depth of
Water
(m)
Remarks :
Rec: 275/450mm
Depth
of
Casing
(m)
Checked by:
9:00 -
9:00
Time
06/11/18 9:00 59.00
05/11/18 59.0018:30
39.00
Rec: 750/1000mm
Rec: 750/1000mm
Rec: 300/450mm
Top: CLAY of intermediate plasticity
Bottom: DITTO
Date
Legend
02/11/18 18:30
12.00
Rec: 300/450mm
1.50
1.50
05/11/18
39.00
1.60
1.55
1.45
Prepared by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.45
13.500 1 0 1 0 1 2 xx ---
P5/D6 N= 4 xx ---
13.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
15.000 xx ---
UD5 xx ---
xx ---
xx ---
16.000 xx ---
xx ---
xx ---
16.500 1 1 0 1 2 2 xx ---
P6/D7 N= 5 xx ---
16.950 xx ---
4.50
E -46835.478
Reduced Level (mRL):
1.204
SOIL / STRATUM DETAILS
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 6/11/2018
Coordinates
PULAU INDAH SG/1281/2018 2/11/2018 N -31014.387
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Client ConsultantType of
Boring
Medium stiff light grey clayey SILT
Rec : 800/1000mm
Top: CLAY of high plasticity
of2 BH-9
Standard Penetration Test Graph
6
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
SAMPLE / INSITU TEST
DescriptionCasing
Record
Thick-
ness
( m )
W
G
Depth
( m )
75
mm
75
mm
Depth
( m )Te
st
LegendSample
No.
CR
R %
RQ
D %
75
mm
TC
R (
m)
Bottom: DITTO7
5m
m
75
mm
Field Test / Rock Cores
75
mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 800/1000mm
Medium stiff, light grey clayey SILT
1.45
Top: Light grey clayey SILT
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 17.95
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.35
19.500 1 0 1 2 2 3 xx ---
P7/D8 N= 8 xx ---
19.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
21.000 1 0 2 1 2 3 xx ---
P8/D9 N= 8 xx ---
21.450 xx ---
xx ---
xx ---
xx ---
xx --- 22.40
22.500 2 1 2 4 4 5 xx . . .
P9/D10 N= 15 xx . . .
22.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
24.000 xx . . .
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand12.00 -
= Cored Sample
oooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
Rec : 300/450mm
Rec : 250/450mm
3.05
1.40
Top: Light grey CLAY of intermediate
Depth of
Water
(m)
Stiff, light grey clayey SILT with sand
Remarks :
Very stiff, light grey sandy SILT with clay
Prepared by:
59.0005/11/18
Legend
9:00
Decayed
Matter
02/11/18
Checked by:
-DITTO-
Date
02/11/18
Depth of
Hole (m)Time
Depth
of
Casing
(m)
12.00
18:30
03/11/18
12.00
06/11/18 9:00 59.00
9:00 -
03/11/18 39.0018:30
Rec : 300/450mm
Rec : 300/450mm
Rec : 800/1000mm
18:30
05/11/18 9:00 39.00
plasticity
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 2 2 3 2 4 4 xx . . .
P10/D11 N= 13 xx . . .
24.500 xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 25.50
4/11/2018 25.500 2 2 3 4 3 4 --- ---
P11/D12 N= 14 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 1 2 2 1 2 5 --- ---
P12/D13 N= 10 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- ---
28.500 1 1 2 3 2 3 --- ---
P13/D14 N= 10 --- ---
28.950 --- ---
3.10
4.30
E -46835.478
Reduced Level (mRL):
1.204WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 6/11/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 2/11/2018 N -31014.387
Stiff, light grey CLAY
-DITTO-
Stiff, light grey CLAY of high plasticity
Borehole Ref. No.
3 of 6 BH-9
Stiff, light grey sandy SILT with clay
Standard Penetration Test Graph
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
75
mm
75
mm
75
mm
75
mm
Sheet
75
mm
SAMPLE / INSITU TEST
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
SOIL / STRATUM DETAILS
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 29.80
30.000 1 2 1 2 3 5 xx ---
P14/D15 N= 11 xx ---
30.450 xx ---
xx ---
xx ---
xx ---
xx ---
31.500 1 2 2 3 2 4 xx ---
P15/D16 N= 11 xx ---
31.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 32.95
33.000 1 1 2 2 3 3 --- ---
P16/D17 N= 10 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 1 1 2 1 2 4 --- ---
N= 9 --- ---
34.950 P17/D18 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand12.00 -
= Cored Sampleoooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
3.15
Stiff, light grey CLAY
-DITTO-
Stiff, light grey clayey SILT
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
06/11/18
Checked by:
59.00
Decayed
Matter03/11/18 18:30 39.00
9:00
9:00 -02/11/18
03/11/18
9:00 39.00
05/11/18
Prepared by:
05/11/18
-DITTO-
02/11/18 18:30
18:30
Remarks :
59.00
12.00
12.009:00
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 2 1 2 3 3 --- ---
P19/D20 N= 9 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.40
37.500 1 2 2 1 3 3 xx ---
P20/D21 N= 9 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
39.000 1 2 1 2 4 4 xx ---
P21/D22 N= 11 xx ---
39.450 xx ---
xx ---
xx ---
xx ---
xx --- 40.30
40.500 1 2 2 3 5 5 xx . . .
P22/D23 N= 15 xx . . .
40.950 xx . . .
2.90
E -46835.478
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 6/11/2018
Reduced Level (mRL):
1.204
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 2/11/2018 N -31014.387
Rec : 300/450mm
-DITTO-
75
mm
75
mm
Rec : 300/450mm
Rec : 250/450mm
Standard Penetration Test Graph
75
mm
75
mm
75
mm Legend
-DITTO-
Rec : 350/450mm
Casing
Record
Depth
( m )
Thick-
ness
( m )
75
mm Description
4.45
Depth
( m )
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
GTe
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 BH-9
Sheet Borehole Ref. No.
4 of 6
Very stiff, light grey sandy SILT with clay
Stiff, light grey clayey SILT
'N' Value
0 10 20 30 40 50
40.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
42.000 2 2 3 4 3 7 xx . . .
P23/D24 N= 17 xx . . .
42.450 xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 43.45
43.500 2 2 4 3 5 7 . . . ---
P24/D25 N= 19 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
5/11/2018 45.000 2 3 3 5 5 7 . . . ---
P25/D26 N= 20 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
46.500 2 3 5 5 7 9 . . . ---
P26/D27 N= 26 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand12.00 -
= Cored Sampleoooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
3.15
Very stiff, light grey clayey SAND
-DITTO-
Rec : 270/450mm
Rec : 250/450mm
Decayed
Matter
02/11/18
03/11/18 18:30
Rec : 250/450mm
Rec : 250/450mm
9:00
05/11/18 9:00
18:30 59.00
Checked by:
06/11/18 9:00 59.00
Prepared by:
39.00
05/11/18
-
39.00
02/11/18 18:30 12.00
03/11/18 9:00 12.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Rec : 250/450mm
Very stiff, light grey clayey SAND
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 3 7 6 7 9 . . . ---
P27/D28 N= 29 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 49.50
49.500 3 5 7 7 9 12 . . . xx
P28/D29 N= 35 . . . xx
49.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 50.95
51.000 2 5 6 8 8 12 . . . ---
P29/D30 N= 34 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 52.40
6/11/2018 52.500 2 4 7 7 9 9 . . . xx
P30/D31 N= 32 . . . xx
52.950 . . . xx
1.45
1.45
E
Reduced Level (mRL):
1.204
-46835.478Orientation
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Type of
Boring
Boring
Dia.
(mm)
PULAU INDAH SG/1281/2018 2/11/2018 N -31014.387
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Client Consultant
6/11/2018
Date Completed
Vertical
Rec : 270/450mm
Rec : 250/450mm
Rec : 230/450mm
Rec : 230/450mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
Record
Depth
( m )
Depth
( m )
Thick-
ness
( m )
DescriptionR
QD
% W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
5 of 6 BH-9
Standard Penetration Test Graph
-DITTO-
Legend
Coordinates
6.05
Hard, light grey silty SAND
Hard, light grey clayey SAND
Hard, light grey silty SAND
'N' Value
0 10 20 30 40 50
52.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 54.00
54.000 3 5 5 7 7 10 . . . ---
P31/D32 N= 29 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
55.500 2 5 4 7 9 12 . . . ---
P32/D33 N= 32 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
57.000 2 4 8 7 9 9 . . . ---
P33/D34 N= 33 . . . ---
57.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
58.500 3 5 7 7 10 12 . . . ---
P34/D35 N= 36 . . . ---
58.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand12.00 -
= Cored Sampleoooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
1.60
Rec : 270/450mm
Rec : 250/450mm
Rec : 250/450mm
Hard, light grey clayey SAND
Rec : 250/450mm
-DITTO-
Decayed
Matter03/11/18 18:30 39.00
05/11/18
06/11/18 9:00
Checked by:
59.00
05/11/18 18:30
Prepared by:
59.00
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
9:0002/11/18
9:00
-DITTO-
02/11/18 18:30
Rec : 250/450mm
9:00 12.00
39.00
Remarks :
12.00
03/11/18
Depth of
Water
(m)
Hard, light grey clayey SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 3 5 7 9 9 13 . . . xx
P35/D36 N= 38 . . . xx
60.450 . . . xx
. . . xx
. . . xx
. . . xx 60.45
6.45
E -46835.478
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 6/11/2018
Reduced Level (mRL):
1.204
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Coordinates
PULAU INDAH SG/1281/2018 2/11/2018 N -31014.387
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Hard, light grey silty SAND
Borehole terminated at depth 60.45m
75
mm
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Description
75
mm
Depth
( m )
75
mm
75
mm
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm Legend
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
Field Test / Rock Cores
Sheet Borehole Ref. No.
6 of 6 BH-9
Rec : 270/450mm
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand12.00 -
= Cored Sampleoooo
oooo Gravel12.00 0.50
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 0.40
TCR = Total Core Recovery Limestone59.00 -
CRR = Core Recovery Ratio Mudstone59.00 0.60
Checked by:
02/11/18
9:00 12.00
18:30
Remarks :
Prepared by:
06/11/18
03/11/18
05/11/18
39.0005/11/18
18:30 39.00
9:00 59.00
59.00
9:00
02/11/18 18:30 12.00
Decayed
Matter
9:00 -
03/11/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
25/10/2018 0.000 D1 --- xx
0.300 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx 5
P1/D2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx
UD1 --- xx
--- xx
--- xx
4.000 --- xx
--- xx
--- xx
4.500 --- xx
P2/D3 --- xx
4.950 --- xx
100ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
5.60
27/10/2018Vertical
-HAMMER WEIGHT-
Rec: 300/450mm
Rec: 200/300mm
Rec: 300/450mm
Rec: 900/1000mm
0.30 0.30 0.30
Bottom: DITTO
Top: Light grey clayey SILT
Very soft light grey clayey SILT.
Very soft light grey clayey SILT
TOPSOIL
Depth
( m )Te
st
75
mm
75
mm
-HAMMER WEIGHT-
Field Test / Rock Cores
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Standard Penetration Test Graph
75
mm
Type of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
PULAU INDAH 25/10/2018 N
Date Completed
Depth
( m )Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Client Consultant
Coordinates
BH-1061
-46856.115E
Date Started
-31349.751
W
G
Dark grey, clayey SILT
1.637
Job No.
SG/1281/2018
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.90
6.000 --- . . .
UD2 --- . . .
--- . . .
--- . . .
7.000 --- . . .
--- . . .
--- . . . 7.45
7.500 1 0 0 1 0 1 --- xx
P3/D4 N= 2 --- xx
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 --- xx
UD3 --- xx
--- xx
--- xx
10.000 --- xx
9.00 --- xx
--- xx
10.500 1 0 1 0 1 1 --- xx
P4/D5 N= 3 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 1.0
= Cored Sampleoooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
4.55
1.55
Rec: 300/450mm
Bottom: DITTO
Bottom: DITTO
Very soft, light grey clayey SILT with
Soft, light grey clayey SILT with sand
9:00 -
Decayed
Matter26/10/18 18:30
Depth of
Hole (m)
1.00
26/10/18
25/10/18
Top: Light grey sandy CLAY
9:00
Time
42.00
9:00
27/10/18 60.00
Checked by: Prepared by:
18:30
LegendDepth
of
Casing
(m)
Date
Rec: 250/450mm
25/10/18 18:30
21.00
27/10/18
42.00
Rec: 950/1000mm
sand
Rec: 800/1000mm
Top: Light grey clayey SILT with sand
Rec: 300/450mm
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.40
13.500 1 1 1 0 1 2 --- xx
P5/D6 N= 4 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx
16.500 1 1 0 1 1 2 --- xx
P6/D7 N= 4 --- xx
16.950 --- xx
1.40
Rec : 300/450mm
Rec : 950/1000mm
Rec : 250/450mm
Rec : 950/1000mm
4.60
Bottom: DITTO
Te
st
TC
R (
m)
Top: Light grey CLAY of intermediate
W
G
plasticity
Soft, light grey clayey SILT with sand
Soft light grey clayey SILT with sand
Bottom: DITTO
Top: Light grey clayey SILT with sand
Depth
( m )
of2 BH-10
Standard Penetration Test Graph
6
75
mm
75
mm
SOIL / STRATUM DETAILS
Client
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Thick-
ness
( m )
Depth
( m )Legend
75
mm
75
mm
Field Test / Rock Cores
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 25/10/2018 N -31349.751
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
DescriptionCasing
Record
-46856.115
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 27/10/2018
Reduced Level (mRL):
1.637
Consultant
0 10 20 30 40 50
'N' Value
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 18.00
18.000 --- . . .
UD6 --- . . .
--- . . .
--- . . .
19.000 --- . . .
--- . . .
--- . . . 19.45
19.500 1 0 1 1 0 1 --- xx
P7/D8 N= 3 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
21.000 1 0 1 0 1 1 --- xx
P8/D9 N= 3 --- xx
21.450 --- xx
--- xx
--- xx
--- xx
--- xx
22.500 1 0 1 2 1 1 --- xx
P9/D10 N= 5 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand21.00 1.0
= Cored Sample
oooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 900/1000mm
Rec : 300/450mm
Rec : 250/450mm
4.55
1.45
Bottom: DITTO
Depth
of
Casing
(m)
Prepared by:
60.00
Checked by:
Light grey clayey SILT
Remarks :
Soft light grey clayey SILT with sand
18:30
27/10/18 9:00 42.00
Legend
9:00
Decayed
Matter
25/10/18
Date
25/10/18
Depth of
Hole (m)
Top: Light grey sandy CLAY
Depth of
Water
(m)
Time
18:30
27/10/18
26/10/18
Rec : 300/450mm
26/10/18
18:30
1.00
Light grey clayey SILT
21.00
-
42.00
9:00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 1 2 1 2 1 --- . . .
P10/D11 N= 6 --- . . .
24.500 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
26/10/2018 25.500 1 1 2 2 1 2 --- . . .
P11/D12 N= 7 --- . . .
25.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
27.000 1 1 2 2 2 1 --- . . .
P12/D13 N= 7 --- . . .
27.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
28.500 1 2 1 2 2 3 --- . . .
P13/D14 N= 8 --- . . .
28.950 --- . . .Rec : 300/450mm
-DITTO-
-DITTO-
-DITTO-
BH-10
Soft light grey sandy CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
3 of 6
75
mm
75
mm
75
mm
75
mm
75
mm
6.00
Rec : 200/450mm
Rec : 300/450mm
Rec : 300/450mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 25/10/2018 N -31349.751
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46856.115
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 27/10/2018
Reduced Level (mRL):
1.637
'N' Value
0 10 20 30 40 50
28.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 30.00
30.000 1 0 2 1 2 2 xx ---
P14/D15 N= 7 xx ---
30.450 xx ---
xx ---
xx ---
xx ---
xx --- 31.45
31.500 1 2 2 4 3 3 --- . . .
P15/D16 N= 12 --- . . .
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
33.000 1 1 2 2 1 1 --- . . .
P16/D17 N= 6 --- . . .
33.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
34.500 1 0 2 2 1 2 --- . . .
P17/D18 N= 7 --- . . .
34.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
36.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 1.0
= Cored Sampleoooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 250/450mm
Medium stiff, light grey sandy CLAY
Medium stiff, light grey clayey SILT
1.45
Decayed
Matter26/10/18 18:30 42.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
27/10/18
Checked by:
18:30
9:00 -25/10/18
26/10/18
60.00
1.00
21.00
9:00 42.00
9:00
Prepared by:
27/10/18
25/10/18 18:30
Depth of
Water
(m)
-DITTO-
Medium stiff, light grey sandy CLAY
Remarks :
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 2 3 3 4 3 --- . . .
P18/D19 N= 13 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.40
37.500 2 3 4 4 5 4 xx ---
P19/D20 N= 17 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
39.000 2 4 3 4 4 6 xx ---
P20/D21 N= 17 xx ---
39.450 xx ---
xx ---
xx ---
xx ---
xx ---
40.500 1 3 5 5 4 7 xx ---
P21/D22 N= 21 xx ---
40.950 xx ---
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
6.05
Rec : 200/450mm
75
mm
75
mm
75
mm Legend
-DITTO-
Depth
( m )R
QD
%Description
Stiff, light grey sandy CLAY
Standard Penetration Test Graph
75
mm
75
mm
CR
R % Casing
Record
Depth
( m )
Thick-
ness
( m )
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
GTe
st Sample
No.
TC
R (
m)
E
5.95
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Sheet Borehole Ref. No.
4 of 6 BH-10
-DITTO-
Very stiff, light grey clayey SILT with
sand
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Coordinates
PULAU INDAH SG/1281/2018 25/10/2018 N -31349.751
27/10/2018Reduced Level (mRL):
1.637
Client Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
-46856.115
WESTPORTS (M) DDN. BHD.
'N' Value
0 10 20 30 40 50
40.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
42.000 2 4 6 5 7 7 xx ---
P22/D23 N= 25 xx ---
42.450 xx ---
xx ---
xx ---
xx ---
xx --- 43.45
43.500 2 5 4 6 8 8 xx . . .
P23/D24 N= 26 xx . . .
43.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 44.95
45.000 2 2 4 5 4 3 --- ---
P24/D25 N= 16 --- ---
45.450 --- ---
--- ---
--- ---
--- ---
--- --- 46.40
46.500 2 1 2 1 2 2 xx ---
P25/D26 N= 7 xx ---
46.950 xx ---
xx ---
xx ---
xx ---
xx ---
48.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 1.0
= Cored Sampleoooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
intermediate plasticity
sand
Medium stiff, light grey clayey SILT with
Rec : 250/450mm
1.50
Decayed
Matter
25/10/18
26/10/18 18:30
Rec : 300/450mm
Rec : 250/450mm
9:00
27/10/18 9:00
18:30 60.00
Checked by: Prepared by:
42.00
27/10/18
42.00
25/10/18 18:30 1.00
26/10/18 9:00 21.00
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
-
Rec : 200/450mm
Legend
Date TimeDepth of
Hole (m)
Rec : 300/450mm
1.45
Very stiff, light grey CLAY of
-DITTO-
Very stiff, light grey sandy SILT
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 1 1 2 3 2 1 xx ---
P26/D27 N= 8 xx ---
48.450 xx ---
xx ---
xx ---
xx ---
xx ---
49.500 1 0 1 2 2 1 xx ---
P27/D28 N= 6 xx ---
49.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 50.95
51.000 1 1 2 3 2 2 --- ---
P28/D29 N= 9 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
27/10/2018 52.500 1 2 3 3 3 2 --- ---
P29/D30 N= 11 --- ---
52.950 --- ---
plasticity
-DITTO-
Stiff, light grey, CLAY of intermediate
Medium stiff, light grey CLAY
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Legend
Rec : 300/450mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D %
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Sheet Borehole Ref. No.
5 of 6 BH-10
Standard Penetration Test Graph
-DITTO-
4.55
2.95
W
G
Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 25/10/2018 N -31349.751
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46856.115
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 27/10/2018
Reduced Level (mRL):
1.637
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 53.90
54.000 2 1 2 3 5 5 xx ---
P30/D31 N= 15 xx ---
54.450 xx ---
xx ---
xx ---
xx ---
xx --- 55.45
55.500 2 2 4 5 5 4 --- ---
P31/D32 N= 18 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 2 3 5 4 5 5 --- ---
P32/D33 N= 19 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 1 3 4 4 5 7 --- ---
P33/D34 N= 20 --- ---
--- ---
58.950 --- ---
--- ---
--- ---
--- ---
60.000 --- --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 1.0
= Cored Sampleoooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
intermediate plasticity
Rec : 250/450mm
Very stiff, light grey clayey SILT
Rec : 250/450mm
Rec : 300/450mm
1.00
26/10/18 9:00 21.00
Rec : 300/450mm
Very stiff, light grey, CLAY of
Decayed
Matter26/10/18 18:30 42.00
27/10/18
Checked by:
27/10/18 18:30
Prepared by:
60.00
Rec : 300/450mm
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
9:00
4.55
1.55
-DITTO-
-DITTO-
Depth of
Water
(m)
25/10/18
9:00 42.00
Remarks :
25/10/18 18:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 2 3 5 7 6 7 . . . ---
P34/D35 N= 25 . . . ---
60.450 . . . ---
. . . ---
. . . ---
. . . --- 60.45
Very stiff, sandy CLAY
Borehole terminated at depth 60.45m
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )Legend
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
BH-10
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
Field Test / Rock Cores
Sheet Borehole Ref. No.
6 of 6
Rec : 300/450mm
Coordinates
PULAU INDAH SG/1281/2018 25/10/2018 N -31349.751
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -46856.115
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 27/10/2018
Reduced Level (mRL):
1.637
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 1.0
= Cored Sampleoooo
oooo Gravel21.00 0.5
= Vane Shear Test42.00 0.8
RQD = Rock Quality Disignation++++
++ Granite42.00 0.5
TCR = Total Core Recovery Limestone60.00 1.0
CRR = Core Recovery Ratio Mudstone
Checked by:
25/10/18
9:00 21.00
18:30
Remarks :
Prepared by:
26/10/18
26/10/18 18:30 42.00
60.00
9:00
27/10/18
42.00
9:00 -
Depth of
Water
(m)
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
27/10/18
25/10/18 18:30 1.00
Decayed
Matter
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
21/09/2018 0.000 D1 0.30 --- xx 5
0.300 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx 5
P1/D2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.95
3.000 --- --- 5
UD1 --- ---
--- ---
--- ---
4.000 --- ---
--- ---
--- --- 4.35
4.500 1 0 1 0 1 0 --- xx 5
P2/D3 N= 2 --- xx
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. 1.385
0.30 0.30
75m
mDepth
( m )Legend
Very soft, light grey silty CLAY
Vertical
Rec: 300/450mm
Rec: 900/1000mm
100ROTARY
WASH
Depth
( m )
2.65
W
G
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-1161
Date Started
PULAU INDAH 21/09/2018 N
Job No.
SG/1281/2018 -31496.913
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -46601.543EDate Completed
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75m
m
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75m
m
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
26/09/2018
75m
m
Test
75m
m
75m
m
-HAMMER WEIGHT-
TOPSOIL
Rec: 300/300mm
Top: Light grey, CLAY of hevy high
plasticity
Bottom: DITTO
Soft, light grey silty CLAY with fine sand
1.40
Very soft, light grey silty CLAY
'N' Value
0 10 20 30 40 50
P2/D3 N= 2 --- xx
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 6.00
6.000 . . . --- 5
UD2 . . . ---
. . . ---
. . . ---
7.000 . . . ---
. . . ---
. . . --- 7.45
7.500 1 0 1 0 1 1 --- xx 5
P3/D4 N= 3 --- xx
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.95
9.000 --- --- 5
UD3 --- ---
--- ---
--- ---
10.000 9.00 --- ---
--- ---
--- --- 10.40
10.500 1 0 1 1 1 2 --- xx 5
P4/D5 N= 5 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Rec: 300/450mm
Rec: 300/1000mm
Rec: 700/1000mm
Soft, light grey silty CLAY with fine sand
9:00
45.00
Top: Light grey, CLAY
Rec: 300/450mm
24/9/18 18:00
21/9/18 18:00
15.00
24/9/18
36.00
Legend Depth of
Casing
(m)
Rec: 250/450mm
Time
Top: Light grey, very clayey SAND
Prepared by:
Medium stiff, light grey silty CLAY with
fine sand
Remarks :
Checked by:
0.00
Date
36.00
9:00
Bottom: DITTO
Depth of
Water
(m)
Decayed
Matter22/9/18 18:00
Depth of
Hole (m)
15.00
22/9/18
21/9/18 10:00
1.65
1.45
1.50
1.45
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
12.000 --- xx 5
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 1 1 0 1 2 2 --- xx 5
P5/D6 N= 5 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx 5
UD5 --- xx
--- xx
--- xx
--- xx
16.000 --- xx
--- xx 16.45
16.500 1 1 2 1 2 2 --- . . . 5
P6/D7 N= 7 --- . . .
Reduced Level (mRL):
1.385
Orientation Date Completed E -46601.543
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 26/09/2018
Date Started Coordinates
PULAU INDAH SG/1281/2018 21/09/2018 N -31496.913
Rec : 250/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Medium stiff, light grey, sandy CLAY
fine sand
Top: Light grey silty CLAY with sand
Bottom: DITTO
Legend
Thick-
ness
( m )
75m
m
Depth
( m )
Rec : 700/1000mm
75m
m
Field Test / Rock Cores
SOIL / STRATUM DETAILS
Bottom: DITTO
W
G
Top: Light grey silty CLAY with sand
Casing
Record
Sheet Borehole Ref. No.
Sample
No.
CR
R %
RQ
D %
75m
m
SAMPLE / INSITU TEST
DescriptionDepth
( m )
of2 BH-11
Standard Penetration Test Graph
6
75m
m
75m
m
75m
m
Test
TC
R (
m)
Medium stiff, light grey silty CLAY with
6.05
'N' Value
0 10 20 30 40 50
P6/D7 N= 7 --- . . .
16.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 18.00
18.000 --- xx
UD6 --- xx
--- xx 5
--- xx
19.000 --- xx
--- xx
--- xx 19.45
19.500 1 1 1 2 2 3 --- . . . 5
P7/D8 N= 8 --- . . .
19.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
21.000 1 2 2 2 3 2 --- . . . 5
P8/D9 N= 9 --- . . .
21.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 22.40
23/09/2018 22.500 1 2 1 2 3 3 xx --- 5
P9/D10 N= 9 xx ---
22.950 xx ---
xx ---
xx ---
xx ---
xx ---
24.000 xx --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay0.00 -
= Disturbed Sample
. . . .
. . . . Sand15.00 -
= Cored Sample
oooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Rec : 300/450mm
Rec : 220/450mm
Rec : 275/450mm
Rec : 300/450mm
18:00
15.00
Stiff, light grey clayey SILT
10:00 0.00
22/9/18
Depth of
Hole (m)
Decayed
Matter22/9/18
Bottom: DITTO
18:00
Stiff, light grey, sandy CLAY
Date
21/9/18
Depth of
Casing
(m)
Legend Remarks :Depth of
Water
(m)
Time
45.00
21/9/18
36.0018:00
24/9/18 9:00 36.00
9:00 15.00
24/9/18
Prepared by: Checked by:
-DITTO-
Top: Light grey silty CLAY with sand
1.60
2.95
1.45
1.55
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
24.000 1 2 2 3 2 3 --- --- 5
P10/D11 N= 10 --- ---
24.500 --- ---
--- ---
--- ---
--- ---
--- --- 25.30
25.500 1 2 2 2 3 4 xx --- 5
P11/D12 N= 11 xx ---
25.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 26.90
27.000 2 1 2 4 4 3 . . . --- 4
P12/D13 N= 13 . . . ---
27.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 28.45
28.500 2 2 3 4 3 3 --- . . . 5
P13/D14 N= 13 --- . . .
Reduced Level (mRL):
1.385WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 26/09/2018
PULAU INDAH SG/1281/2018 21/09/2018 N -31496.913
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
Standard Penetration Test Graph
Depth
( m ) Test Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75m
m
75m
m
75m
m
75m
m
75m
m
75m
m
Sheet
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Borehole Ref. No.
3 of 6 BH-11
E -46601.543
Date Started Coordinates
Date Completed
Stiff, light grey, very clayey SAND
Stiff, light grey, CLAY
Stiff, light grey sandy CLAY
-DITTO-
1.55
1.60
1.30
'N' Value
0 10 20 30 40 50
P13/D14 N= 13 --- . . .
28.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 29.95
30.000 2 3 4 6 6 7 --- --- 5
P14/D15 N= 23 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- --- 31.50
31.500 2 3 5 5 7 7 . . . xx 4
P15/D16 N= 24 . . . xx
31.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 32.85
33.000 2 2 5 7 7 9 . . . --- 4
P16/D17 N= 28 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.46
24/09/2018 34.500 2 3 5 7 8 8 . . . xx 4
P17/D18 N= 28 . . . xx
34.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
36.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Rec : 300/450mm
Rec : 200/450mm
Rec : 300/450mm
Rec : 230/450mm
Rec : 300/450mm
21/9/18
9:00
1.61
Very stiff, light grey silty SAND
Remarks :
45.00
15.00
15.00
Very stiff, light grey, very clayey SAND
Prepared by:
24/9/18
18:00
18:00
10:00 0.0021/9/18
22/9/18
9:00 36.00
24/9/18
Checked by:
Decayed
Matter22/9/18 18:00 36.00
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
Depth of
Water
(m)
Very stiff, light grey, CLAY
Very stiff, light grey silty SAND with clay
1.35
1.55
1.50
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
36.000 2 2 6 5 7 7 . . . xx 4
P18/D19 N= 25 . . . xx
36.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
37.500 2 3 5 5 7 6 . . . xx 4
P19/D20 N= 23 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 38.95
39.000 2 4 7 7 6 8 . . . --- 4
P20/D21 N= 28 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 3 5 7 8 6 7 . . . --- 4
P21/D22 N= 28 . . . ---
E -46601.543
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 26/09/2018
Reduced Level (mRL):
1.385
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 21/09/2018 N -31496.913
Very stiff, light grey, very cleyey SAND
Very stiff, light grey silty SAND
-DITTO-
Sheet Borehole Ref. No.
4 of 6 BH-11
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
GTest Casing
Record
Depth
( m )
Thick-
ness
( m )
75m
m
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Description
-DITTO-
Rec : 150/450mm
Standard Penetration Test Graph
75m
m
75m
m
75m
m Legend75m
m
75m
m
Rec : 150/450mm
Rec : 200/450mm
4.50
'N' Value
0 10 20 30 40 50
P21/D22 N= 28 ---
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
25/09/2018 42.000 3 6 8 8 9 7 . . . --- 4
P22/D23 N= 32 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.45
43.500 2 4 6 6 7 9 --- . . . 5
P23/D24 N= 28 --- . . .
43.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
45.000 2 5 5 4 4 4 --- . . . 5
P24/D25 N= 17 --- . . .
45.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 46.40
46.500 2 4 5 5 7 7 xx --- 5
N= 24 xx ---
46.950 P25/D26 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Very stiff, light grey, sandy CLAY
-DITTO-
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
Depth of
Water
(m)
Remarks :
10:00 0.00
36.00
21/9/18 18:00 15.00
22/9/18 9:00 15.00
Checked by: Prepared by:
36.00
24/9/18
24/9/18 9:00
18:00 45.00
Decayed
Matter
21/9/18
22/9/18 18:00
Very stiff, light grey clayey SILT with
sand
Rec : 220/450mm
Rec : 250/450mm
Rec : 300/450mm
Very stiff, light grey, sandy CLAY
2.95
4.50
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
48.000 2 3 4 7 7 9 xx ---
P26/D27 N= 27 xx ---
48.450 xx ---
xx ---
xx ---
xx ---
xx --- 49.40
49.500 2 5 7 7 9 9 --- xx 5
P27/D28 N= 32 --- xx
49.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
51.000 2 5 7 7 9 12 --- xx
P28/D29 N= 35 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx 52.50
52.500 3 5 6 8 10 13 . . . xx 4
P29/D30 N= 37 . . . xx
-46601.543
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 26/09/2018
Reduced Level (mRL):
1.385
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 21/09/2018 N -31496.913
Standard Penetration Test Graph
-DITTO-
Sheet Borehole Ref. No.
5 of 6 BH-11
W
G
E
Test Sample
No.
TC
R (
m)
CR
R %
75m
m
RQ
D %
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description75m
m
75m
m
75m
m
75m
m
75m
m
Casing
RecordLegend
Rec : 300/450mm
Rec : 300/450mm
Hard, light grey silty SAND
Rec : 300/450mm
Hard, pale grey CLAY of high plasticity
Hard, pale grey CLAY
3.00
3.10
'N' Value
0 10 20 30 40 50
P29/D30 N= 37
52.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 53.95
54.000 2 6 8 10 10 13 oo ---
P30/D31 N= 41 oo ---
54.450 oo ---
oo ---
oo ---
oo ---
oo --- 55.45
55.500 2 3 5 5 5 4 . . . xx 4
P31/D32 N= 19 . . . xx
55.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 56.80
26/09/2018 57.000 2 2 4 6 5 6 . . . ---
P32/D33 N= 21 . . . ---
57.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 58.45
58.500 2 2 3 2 3 5 xx --- 5
P33/D34 N= 13 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Rec : 300/450mm
21/9/18
9:00 36.00
Remarks :
SAND
Stiff, pale grey clayey SILT
Very stiff, light grey with dary grey,
Depth of
Water
(m)
Very stiff, light grey with dary grey silty
Hard, light grey, slightly clayey GRAVEL
Rec : 220/450mm
0.00
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
10:00
Rec : 230/450mm
Checked by:
24/9/18 18:00
Prepared by:
45.00
Decayed
Matter22/9/18 18:00 36.00
24/9/18
very clayey SAND
21/9/18 18:00 15.00
22/9/18 9:00 15.00
Rec : 270/450mm
Rec : 250/450mm
1.55
1.50
1.45
1.65
1.35
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
60.000 2 2 4 3 4 5 --- --- 5
P34/D35 N= 16 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
E -46601.543
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 26/09/2018
Reduced Level (mRL):
1.385
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Coordinates
PULAU INDAH SG/1281/2018 21/09/2018 N -31496.913
plasticity
Rec : 300/450mm
Very stiff, pale grey, CLAY of high
Sheet Borehole Ref. No.
6 of 6 BH-11
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
75m
m
Field Test / Rock Cores
Legend
75m
m
75m
m
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record75m
m
75m
m
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Test
Description
75m
m
Depth
( m )
Borehole terminated at depth 60.45m
0.45
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test36.00 -
RQD = Rock Quality Disignation++++
++ Granite36.00 -
TCR = Total Core Recovery Limestone45.00 -
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
24/9/18
21/9/18 18:00 15.00
Decayed
Matter
10:00 0.00
Depth of
Water
(m)
22/9/18 18:00 36.00
45.00
9:00
24/9/18
36.00
Prepared by:
22/9/18
Checked by:
21/9/18
9:00 15.00
18:00
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
25/12/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 1 0 1 0 1 --- xx
P1/D1 N= 2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 3.00
3.000 --- --- Top: Light to medium grey, CLAY
UD1 --- ---
--- ---
--- --- Bottom: Light to medium grey, CLAY
4.000 --- ---
--- ---
--- --- 4.45
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
--- xx
--- xx
Very soft, medium grey, silty CLAY
0.30
Te
st
75
mm
75
mm
-HAMMER WEIGHT-
Casing
RecordDescription
Thick-
ness
( m )
1.42
1.45
CR
R %
RQ
D %
75
mm
75
mm
75
mm
Rec: 910/1000mm
Depth
( m )Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
W
G
N -29787.149
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47152.890
100
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-1261
Date Started
PULAU INDAH 25/12/2018
Rec: 400/450mm
Very soft, light grey silty CLAY
Depth
( m )
Sheet Borehole Ref. No.
E
Reduced Level (mRL):
Job No.
SG/1281/2018
29/12/2018
0.30
Date Completed
WESTPORTS (M) DDN. BHD.-4.7436
2.70
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
TOPSOIL
HSS INTEGRATED SDN. BHD. VerticalROTARY
WASH
Rec: 350/450mm
'N' Value
0 10 20 30 40 50
--- xx
--- xx
--- xx
--- xx 5.87
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- ---
--- --- Bottom: DITTO
7.000 --- ---
--- ---
--- --- 7.46
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx
10.500 --- xx Very soft, light to medium grey, silty
P4/D4 N= 0 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
60.00 -
Remarks :
-HAMMER WEIGHT-
25/12/18
Depth of
Water
(m)
4.54
1.59
Prepared by:
8:00
56.0019:00
Time
8:30
19:00
Checked by:
8:30 -
29/12/18 8:00 56.00
29/12/18 65.00
27/12/18
LegendDepth
of
Casing
(m)
-HAMMER WEIGHT-
Depth of
Hole (m)Date
25/12/18 19:00
29.00
19:00
27/12/18
44.00
44.00
26/12/18
29.00
Decayed
Matter
26/12/18
Rec: 300/450mm
Rec:890/1000mm
Rec: 350/450mm
Rec: 920/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
W.G = Weathering Grade Sandstone60.00 -
Hong Li C.W.Yee29/12/18 65.0019:00
Client :
Location :
Date
&
Time
12.000 . . . ---
UD4 . . . ---
. . . ---
. . . ---
13.000 . . . ---
. . . ---
. . . --- 13.45
13.500 1 0 1 0 1 1 --- ---
P5/D5 N= 3 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 1 1 1 1 1 1 --- ---
P6/D6 N= 4 --- ---
16.950 --- ---
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
75
mm
75
mm
75
mm
Depth
( m ) Te
st
TC
R (
m)
6
SOIL / STRATUM DETAILS
Rec : 900/1000mm
Legend
75
mm
W
G
Top: Light to medium grey, clayey SAND
1.45
DescriptionCasing
Record
Thick-
ness
( m )
75
mm
Depth
( m )
Rec : 900/1000mm
Rec : 300/450mm
Top: Light to medium grey, CLAY
Bottom: DITTO
Soft, grey, CLAY
Soft, medium grey, CLAY
Bottom: DITTO
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
2 BH-12
Coordinates
of
PULAU INDAH SG/1281/2018 25/12/2018 N -29787.149
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 29/12/2018
E -47152.890
Reduced Level (mRL):
-4.7436
Rec : 350/450mm
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 17.95
18.000 . . . xx
UD6 . . . xx
. . . xx
. . . xx
19.000 . . . xx
. . . xx
. . . xx 19.45
19.500 1 1 1 1 2 2 --- ---
P7/D7 N= 6 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 20.90
21.000 --- xx
UD7 --- xx 21.40
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 1 1 1 1 1 1 --- ---
P8/D8 N= 4 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
25/12/18
Soft, light to medium grey, CLAY
Bottom: Light to medium grey, CLAY
Rec : 300/450mm
Rec : 310/450mm
Bottom: DITTO
Prepared by: Checked by:
Top: Light to medium grey, silty CLAY
56.00
25/12/18
44.0019:00
27/12/18 8:00 44.00
8:3026/12/18
29.00
26/12/18
Top: Light to medium grey, sandy CLAY
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
19:00
2.60
0.50
1.45
29/12/18 8:00 56.00
8:30 -
Decayed
Matter
27/12/18
Medium stiff, medium grey, CLAY
1.50
29.00
19:00
Rec : 300/450mm
Rec : 900/1000mm
Rec : 900/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- --- 24.30
--- xx
--- xx
25.000 --- xx
--- xx
--- xx
26/12/2018 25.500 2 1 1 1 1 1 --- xx
P9/D9 N= 4 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 --- xx
UD9 --- xx 27.40
--- ---
--- ---
28.000 --- ---
--- ---
--- --- 28.45
28.500 2 2 1 2 2 2 --- xx
P10/D10 N= 7 --- xx
28.950 --- xx
1.05
3.10
Top: Light to medium grey, sandy CLAY
Bottom: Light to medium grey, silty CLAY
Soft, light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
Medium stiff, light to medium grey, silty
CLAY
Top: Light to medium grey, silty CLAY
SAMPLE / INSITU TEST
75
mm
Thick-
ness
( m )
W
G
SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Rec : 900/1000mm
75
mm
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Rec : 250/450mm
Rec : 900/1000mm
Rec : 280/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet
BH-12
Coordinates
6
25/12/2018 N -29787.149
Standard Penetration Test Graph
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Borehole Ref. No.
3 of
PULAU INDAH SG/1281/2018
E -47152.890
Reduced Level (mRL):WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 29/12/2018
Client
-4.7436
0.30
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.97
30.000 --- . . .
UD10 --- . . . 30.43
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.38
31.500 1 2 2 2 2 3 --- xx
P11/D11 N= 9 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
33.000 2 2 3 3 3 4 --- xx
P12/D12 N= 13 --- xx
33.450 --- xx
--- xx
--- xx
--- xx
--- xx
34.500 2 2 3 3 3 3 --- xx
P13/D13 N= 12 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
0.95
0.46
1.52
Top: Light to medium grey, sandy CLAY
Rec : 300/450mm
Stiff, light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
4.62
Depth of
Water
(m)
29.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Checked by:
56.00
26/12/18 19:00 44.00
8:30 -25/12/18
26/12/18 8:30
8:00 44.00
27/12/18
8:00
Prepared by:
27/12/18
29/12/18
25/12/18 19:00
19:00
Rec : 300/450mm
Remarks :
56.00
29.00
Decayed
Matter
Rec : 280/450mm
Rec : 900/1000mm
-DITTO-
Stiff, light to medium grey, silty CLAY
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 3 4 3 4 --- . . .
P14/D14 N= 14 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.45
37.500 3 3 4 5 5 5 --- ---
P15/D15 N= 19 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 4 5 4 5 5 5 --- ---
P16/D16 N= 19 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- --- 40.48
27/12/2018 40.500 5 4 5 5 6 6 --- . . .
P17/D17 N= 22 --- . . .
40.950 --- . . .
Rec : 250/450mm
Rec : 200/450mm
3.03
Te
st
75
mm
75
mm
75
mm Legend
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm Description
Rec : 250/450mm
Rec : 270/450mm
6
Very stiff, light to medium grey, CLAY
1.45
BH-12
Stiff, light to medium grey, sandy CLAY
Very stiff, light to medium grey, sandy
Very stiff, light to medium grey, CLAY
CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
4 of
Coordinates
PULAU INDAH SG/1281/2018 25/12/2018 N -29787.149
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 29/12/2018
E -47152.890
Reduced Level (mRL):
-4.7436
'N' Value
0 10 20 30 40 50
40.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
42.000 5 6 6 5 6 7 --- . . .
P18/D18 N= 24 --- . . .
42.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
43.500 5 6 7 7 8 8 --- . . .
P19/D19 N= 30 --- . . .
43.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 44.95
45.000 6 5 6 7 9 9 . . . ---
P20/D20 N= 31 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 46.45
46.500 7 6 7 7 9 10 . . . xx
P21/D21 N= 32 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
Rec : 200/450mm
Rec : 250/450mm
Rec : 300/450mm
4.47
Prepared by:
27/12/18 8:00 44.00
19:00 56.00
Checked by:
29/12/18 8:00 56.00
Decayed
Matter26/12/18 19:00 44.00
27/12/18
8:30 -
25/12/18 19:00 29.00
26/12/18 8:30 29.00
25/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Rec : 250/450mm
Rec : 250/450mm
1.50
Very stiff, medium grey, sandy CLAY
-DITTO-
Dense, light to medium grey, silty fine
SAND
grain SAND
Dense, medium grey, clayey fine grain
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 8 7 8 9 10 11 . . . xx
P22/D22 N= 38 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.36
49.500 8 8 7 9 9 11 . . . ---
P23/D23 N= 36 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 8 7 7 8 8 10 . . . ---
P24/D24 N= 32 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
29/12/2018 52.500 7 8 8 9 9 10 . . . ---
P25/D25 N= 36 . . . ---
52.950 . . . ---
2.91
4.14
-DITTO-
clayey SAND
Dense, light to medium grey, slightly
-DITTO-
Rec : 230/450mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
6 BH-12
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D % W
G
Field Test / Rock Cores
Standard Penetration Test Graph
-DITTO-
Rec : 270/450mm
Rec : 250/450mm
Rec : 200/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
5 of
Coordinates
PULAU INDAH SG/1281/2018 25/12/2018 N -29787.149
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 29/12/2018
E -47152.890
Reduced Level (mRL):
-4.7436
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 53.50
54.000 6 6 6 7 7 9 --- xx
P26/D26 N= 29 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx 55.47
55.500 5 7 7 8 9 9 --- ---
P27/D27 N= 33 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 4 5 5 6 7 8 --- ---
P28/D28 N= 26 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 6 6 7 7 9 --- ---
P29/D29 N= 29 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
Rec : 230/450mm
Very stiff, light to medium grey, CLAY
CLAY
1.97
56.00
25/12/18 19:00 29.00
26/12/18 8:30 29.00
Remarks :
Hard, light to medium grey, CLAY
Decayed
Matter26/12/18 19:00 44.00
27/12/18
29/12/18 8:00
8:00 44.00
Checked by:
56.00
27/12/18 19:00
Prepared by:
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3025/12/18
Depth of
Water
(m)
Rec : 250/450mm
Rec : 270/450mm
-DITTO-
Very stiff, light to medium grey, silty
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 6 7 7 7 8 --- ---
P30/D30 N= 29 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
Borehole terminated at depth 60.45m
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
Sample
No.
TC
R (
m)
CR
R %
Legend
75
mm
SOIL / STRATUM DETAILS
Orientation
Standard Penetration Test Graph
Date Completed
RQ
D % Casing
Record
75
mm
75
mm
4.98
75
mm
Field Test / Rock Cores
Date Started
Rec : 270/450mm
-DITTO-
6 BH-12
Coordinates
Boring
Dia.
(mm)
75
mm
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Reduced Level (mRL):
Sheet Borehole Ref. No.
6 of
-4.7436
PULAU INDAH SG/1281/2018 25/12/2018 N -29787.149
Client ConsultantType of
Boring E -47152.890
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 29/12/2018
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone51.00 -
CRR = Core Recovery Ratio Mudstone51.00 -
Checked by:
25/12/18
Prepared by:
29/12/18
Decayed
Matter26/12/18 19:00 44.00
8:00 56.00
29.00
56.00
26/12/18 8:30 29.00
8:00
27/12/18
Remarks :
8:30 -
Depth of
Water
(m)
44.00
19:00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
27/12/18
25/12/18 19:00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
20/12/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx
P1/D1 N= 0 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx Top: Light to medium grey, silty CLAY
UD1 --- xx 3.40
--- --- Bottom: Light to medium grey, CLAY
--- ---
4.000 --- ---
--- ---
--- --- 4.45
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
Depth
( m )
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-13
SG/1281/2018
61
Date Started
Casing
RecordDescription
Thick-
ness
( m )
ROTARY
WASH
Job No.
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
N
Reduced Level (mRL):22/12/2018Vertical100
-30207.378
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47036.217Date Completed E
PULAU INDAH 20/12/2018
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
Standard Penetration Test Graph
Legend
75
mm
75
mm
W
G
TOPSOIL
Depth
( m )
75
mm
75
mm
RQ
D %
75
mm
0.30Very soft, light grey silty CLAY
0.30
Very soft, light to medium grey, silty
CLAY
Rec: 900/1000mm
Rec: 400/450mm
-HAMMER WEIGHT-
-HAMMER WEIGHT-
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.-4.7533
Rec: 400/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.05
3.10
Te
st
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx 7.46
7.500 --- --- Very soft, light to medium grey, CLAY
P3/D3 N= 0 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 8.98
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx 10.45
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
22/12/18
49.00
49.00
-HAMMER WEIGHT-
20/12/18 19:00
Legend Depth of
Casing
(m)
22/12/18
Decayed
Matter21/12/18
8:30 -
8:00
67.0019:00
Time
8:30 37.00
19:00
Depth of
Hole (m)
37.00
21/12/18
Date
20/12/18
Depth of
Water
(m)
-HAMMER WEIGHT-
Remarks :
Rec: 350/450mm
Rec: 900/1000mm
Rec: 350/450mm
Rec: 900/1000mm
Rec: 400/450mm
1.55
1.47
1.52
3.01
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 0 1 0 1 1 1 --- xx
P5/D5 N= 3 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.97
15.000 --- ---
UD5 --- ---
--- --- 15.49
--- xx
16.000 --- xx
--- xx
--- xx
16.500 0 1 0 1 0 1 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
Rec : 350/450mm
Rec : 900/1000mm
Rec : 300/450mm
Bottom: DITTO
Soft, medium grey, silty CLAY
Top: Light to medium grey, CLAY
CLAY
Very soft, light to medium grey, silty
Bottom: Light to medium grey, silty CLAY
75
mm
Depth
( m )
75
mm
W
G
Rec : 920/1000mm
Sheet Borehole Ref. No.
6
SOIL / STRATUM DETAILS
Legend
of2 BH-13
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Te
st
TC
R (
m)
-30207.378
E -47036.217
Reduced Level (mRL):
-4.7533
Orientation Date Completed
Vertical 22/12/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/12/2018 N
Client ConsultantType of
Boring
Boring
Dia.
(mm)
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
0.52
2.97
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 0 1 1 1 1 2 --- xx
P7/D7 N= 5 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.98
21.000 --- . . .
UD7 --- . . .
--- . . .
--- . . .
22.000 --- . . .
--- . . .
--- . . . 22.45
22.500 0 1 1 1 1 1 --- xx
P8/D8 N= 4 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.47
Rec : 300/450mm
Rec : 900/1000mm
Rec : 320/450mm
Rec : 300/450mm
Rec : 880/1000mm
Medium stiff, medium grey, silty CLAY
Bottom: DITTO
8:30 -
37.00
19:00
22/12/18 19:00
37.00
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Decayed
Matter21/12/18 49.0019:00
22/12/18 8:00 49.00
8:3021/12/18
67.00
20/12/18
Bottom: DITTO
Prepared by: Checked by:
Top: Light to medium grey, sandy CLAY
5.49
Top: Light to medium grey, silty CLAY
20/12/18
Soft, light to medium grey, silty CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
25.000 --- xx
--- xx
--- xx
25.500 1 1 1 1 1 2 --- xx
P9/D9 N= 5 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.99
27.000 --- . . .
UD9 --- . . . 27.34
--- xx
--- xx
28.000 --- xx
--- xx
--- xx
28.500 1 1 2 1 1 2 --- xx
P10/D10 N= 6 --- xx
28.950 --- xx
Rec : 250/450mm
Rec : 870/1000mm
Rec : 300/450mm
Depth
( m )
75
mm
Rec : 910/1000mm
RQ
D %
75
mm
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
75
mm
75
mm
SAMPLE / INSITU TEST
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
Coordinates
Medium stiff, light to medium grey, silty
Standard Penetration Test GraphSOIL / STRATUM DETAILS
Medium stiff, light to medium grey, silty
CLAY
Top: Light to medium grey, sandy CLAY
CLAY
Thick-
ness
( m )
W
G
Bottom: Light to medium grey, silty CLAY
Sheet Borehole Ref. No.
3 of 6
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 BH-13
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
PULAU INDAH SG/1281/2018 20/12/2018 N -30207.378
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47036.217Date Completed E
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-4.7533
0.35
4.54
Reduced Level (mRL):
Top: Light to medium grey, silty CLAY
Bottom: DITTO
22/12/2018
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
30.000 --- xx
UD10 --- xx
--- xx
--- xx
31.000 --- xx
--- xx
--- xx 31.45
21/12/2018 31.500 2 1 2 1 2 2 --- . . .
P11/D11 N= 7 --- . . .
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 32.88
33.000 --- xx
UD11 --- xx
--- xx
--- xx
34.000 --- xx
--- xx
--- xx 34.35
34.500 2 2 2 2 1 2 --- . . .
P12/D12 N= 7 --- . . .
34.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
36.000 --- . . . 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Top: Light to medium grey, silty CLAY
Rec : 300/450mm
Rec : 900/1000mm
Rec : 350/450mm
Bottom: DITTO
Remarks :
CLAY
-
Medium stiff, light to medium grey, sandy
Prepared by:
22/12/18
22/12/18
8:00 49.00
8:30
Rec : 870/1000mm
Rec : 300/450mm
Checked by:
Decayed
Matter21/12/18 19:00 49.00
67.0019:00
20/12/18
21/12/18 8:30 37.00
37.0020/12/18 19:00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Bottom: DITTO
Top: Light to medium grey, silty CLAY
1.65
1.43
1.47
Medium stiff, light to medium grey, sandy
Depth of
Water
(m)
CLAY with trace of organic matter
4.11
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 4 5 5 7 7 6 . . . ---
P13/D13 N= 25 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 3 4 4 6 7 9 . . . ---
P14/D14 N= 26 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 38.94
39.000 5 6 6 7 9 9 . . . xx
P15/D15 N= 31 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 40.40
40.500 6 6 6 7 9 10 . . . ---
P16/D16 N= 32 . . . ---
40.950 . . . ---
2.94
1.46
grain SAND
SAND
-DITTO-
Medium dense, light grey, clayey SAND
Dense, light to medium grey, silty fine
Dense, light to medium grey, clayey
Casing
Record
75
mm
BH-13
Sheet Borehole Ref. No.
4 of 6
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
GTe
st
75
mm
75
mm
75
mm Legend
Rec : 250/450mm
Rec : 230/450mm
Rec : 250/450mm
Rec : 250/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/12/2018 N -30207.378
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
E -47036.217
Reduced Level (mRL):
-4.7533
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 4 5 5 7 8 10 . . . ---
P17/D17 N= 30 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
22/12/2018 43.500 5 6 6 6 7 9 . . . ---
P18/D18 N= 28 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 44.87
45.000 7 6 7 8 8 8 . . . xx
P19/D19 N= 31 . . . xx
45.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.42
46.500 7 7 8 8 9 9 . . . ---
P20/D20 N= 34 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . --- 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4.47
1.55
1.58
SAND
fine grain SAND
Dense, light to medium grey, clayey
grain SAND
Medium dense, light to medium grey, silty
-DITTO-
Dense, light to medium grey, silty fine
Depth of
Water
(m)
Remarks :
37.00
20/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
22/12/18
8:30 -
20/12/18 19:00 37.00
21/12/18 8:30
Checked by:
Decayed
Matter21/12/18 19:00 49.00
Prepared by:
22/12/18 8:00 49.00
19:00 67.00
Rec : 270/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 6 7 7 8 8 . . . xx
P21/D21 N= 30 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
49.500 5 5 6 6 7 8 . . . xx
P22/D22 N= 27 . . . xx
49.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 50.96
51.000 4 5 4 5 5 7 --- . . .
P23/D23 N= 21 --- . . .
51.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
52.500 5 5 5 6 6 7 --- . . .
P24/D24 N= 22 --- . . .
52.950 --- . . .Rec : 300/450mm
CLAY
Rec : 300/450mm
2.87
fine grain SAND
Standard Penetration Test Graph
Rec : 270/450mm
Rec : 250/450mm
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
2.96
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
Depth
( m )R
QD
% Depth
( m )
Thick-
ness
( m )
Description
-DITTO-7
5m
m
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
-DITTO-
Client Consultant
Medium dense, light to medium grey, silty
Very stiff, light to medium grey, sandy
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
5 of
Coordinates
PULAU INDAH SG/1281/2018 20/12/2018 N -30207.378
6 BH-13
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47036.217
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
Reduced Level (mRL):
-4.7533
'N' Value
0 10 20 30 40 50
52.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 53.83
54.000 5 6 6 7 7 7 --- ---
P25/D25 N= 27 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 4 5 7 6 6 7 --- ---
P26/D26 N= 26 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 5 6 6 7 7 8 --- ---
P27/D27 N= 28 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 4 6 5 6 7 8 --- ---
P28/D28 N= 26 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Very stiff, light to medium grey, CLAY
Rec : 300/450mm
Very stiff, light to medium grey, CLAY
Rec : 300/450mm
Rec : 250/450mm
Depth of
Water
(m)
Rec : 250/450mm
Rec : 270/450mm
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3020/12/18
8:00 49.00
Checked by:
22/12/18 19:00
Prepared by:
Decayed
Matter21/12/18 19:00 49.00
22/12/18
67.00
-DITTO-
20/12/18 19:00 37.00
21/12/18 8:30 37.00
Remarks :
with trace of organic matter
Very stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 6 7 7 8 8 --- ---
P29/D29 N= 30 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
Rec : 250/450mm
-DITTO-
Date Completed
Legend
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-13
Coordinates
6.62
75
mm
75
mm
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
Field Test / Rock Cores
Borehole terminated at depth 60.45m
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
PULAU INDAH SG/1281/2018 20/12/2018 N -30207.378
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
E -47036.217
Reduced Level (mRL):
-4.7533
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
8:30 -
20/12/18 19:00 37.00
67.00
21/12/18 8:30 37.00
8:00
22/12/18
Decayed
Matter21/12/18 19:00 49.00
Checked by:
49.00
19:00
22/12/18
Prepared by:
20/12/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
1/1/2019 0.000 --- xx
--- xx
xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
1.500 1 1 1 1 1 1 xx . . .
P1/D1 N= 4 xx . . .
1.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 2.98
3.000 . . . --- Top: Light to medium grey, clayey SAND
UD1 . . . --- 3.35
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
4.000 --- xx
--- xx
--- xx 4.47
4.500 0 1 0 1 0 1 xx . . . Very soft, light to medium grey, sandy
P2/D2 N= 2 xx . . . SILT
4.950 xx . . .
SG/1281/2018PULAU INDAH
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Te
st
Vertical100ROTARY
WASHHSS INTEGRATED SDN. BHD.
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.12
Job No.
WESTPORTS (M) DDN. BHD.
Depth
( m )
75
mm
Depth
( m )Legend
3.972
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
0.30
Date Completed
W
G
Very soft, light grey silty CLAY
3/1/2019
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-1461
Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
1/1/2019 N -30173.017
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47381.454E
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Soft, light to medium grey, sandy SILT
Rec: 300/450mm
0.30
Rec: 900/1000mm
Rec: 350/450mm
TOPSOIL
2.68
0.37
'N' Value
0 10 20 30 40 50
4.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
6.000 xx . . . Top: Light to medium grey, sandy SILT
UD2 xx . . . 6.43
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.97
9.000 --- xx Top: Light to medium grey, CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx 10.45
10.500 --- xx Very soft, medium grey, silty CLAY
P4/D4 N= 0 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 -
= Cored Sampleoooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
1.96
Rec: 350/450mm
-HAMMER WEIGHT-
Rec:920/1000mm
Rec: 350/450mm
-HAMMER WEIGHT-
Rec: 910/1000mm
1/1/19 19:00
27.00
3/1/19
48.00
42.00
19:00
8:30
8:30 -
66.00
Rec: 300/450mm
Remarks :
8:00
3/1/19
2/1/19
1/1/19
Legend Depth of
Casing
(m)
Depth of
Water
(m)
Date Time
2.54
1.48
1.55
Decayed
Matter2/1/19 19:00
Depth of
Hole (m)
27.00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- ---
13.500 --- ---
P5/D5 N= 0 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 0 1 0 1 0 1 --- ---
P6/D6 N= 2 --- ---
16.950 --- ---
E -47381.454
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 3/1/2019
Reduced Level (mRL):
3.972
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Borehole Ref. No.
of2
Coordinates
PULAU INDAH SG/1281/2018 1/1/2019 N -30173.017
Very soft, light to medium grey, CLAY
Bottom: DITTO
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet
Rec : 320/450mm
Top: Light to medium grey, CLAY
75
mm
Depth
( m )
Bottom: DITTO
75
mm
Rec : 890/1000mm
-HAMMER WEIGHT-
Rec: 300/450mm
Rec : 920/1000mm
W
G
SOIL / STRATUM DETAILS
Legend
Very soft, light to medium grey, CLAY
BH-14
Standard Penetration Test Graph
Field Test / Rock Cores
6
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m ) Te
st
TC
R (
m)
Top: Light to medium grey, CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- ---
19.500 1 0 1 1 0 1 --- ---
P7/D7 N= 3 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
2/1/2018 22.500 1 0 1 1 1 1 --- ---
P8/D8 N= 4 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand21.00 -
= Cored Sample
oooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 320/450mm
Rec : 900/1000mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 900/1000mm
Soft, light to medium grey, CLAY
8:30 -
27.00
19:00 27.00
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Decayed
Matter2/1/19
66.00
1/1/19
48.0019:00
3/1/19 8:00 42.00
8:302/1/19
3/1/19 19:00
Bottom: DITTO
Prepared by: Checked by:
Top: Light to medium grey, CLAY
Bottom: DITTO
Top: Light to medium grey, CLAY
1/1/19
Soft, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 2 1 2 2 2 2 --- ---
P9/D9 N= 8 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- ---
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
28.500 2 2 2 3 2 3 --- ---
P10/D10 N= 10 --- ---
28.950 --- ---
-47381.454
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 3/1/2019
Reduced Level (mRL):
3.972
PULAU INDAH SG/1281/2018 1/1/2019 N -30173.017
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Rec : 300/450mm
Rec : 900/1000mm
Rec : 320/450mm
Rec : 900/1000mm
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST
75
mm
Thick-
ness
( m )
W
G
Top: Light to medium grey, CLAY
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Medium stiff, light to medium grey, CLAY
Sheet Borehole Ref. No.
3 of 6 BH-14
Coordinates
Date Completed E
Bottom: DITTO
Stiff, light to medium grey, CLAY
Top: Light to medium grey, CLAY
Bottom: DITTO
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 4 3 5 5 4 5 --- ---
P11/D11 N= 19 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- ---
31.500 3 4 4 5 7 6 --- ---
P12/D12 N= 22 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 5 5 6 7 7 7 --- ---
P13/D13 N= 27 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 5 4 5 7 6 7 --- ---
P14/D14 N= 25 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 -
= Cored Sampleoooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 250/450mm
Very stiff,light to medium grey, CLAY
Very stiff, dark grey, CLAY
Rec : 320/450mm
Rec : 270/450mm
Remarks :
66.00
27.00
Decayed
Matter
Prepared by:
3/1/19
1/1/19 19:00
19:00
8:00 42.00
3/1/19
Checked by:
2/1/19 19:00 48.00
8:30 -1/1/19
2/1/19 8:30 27.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
-DITTO-
Rec : 250/450mm
Very stiff, light to medium grey, CLAY
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 6 5 6 6 7 7 --- ---
P15/D15 N= 26 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.43
37.500 7 7 8 9 9 9 --- . . .
P16/D16 N= 35 --- . . .
37.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 38.75
39.000 6 6 7 7 8 9 . . . xx
P17/D17 N= 31 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
40.500 7 8 7 8 9 9 . . . xx
P18/D18 N= 33 . . . xx
40.950 . . . xx
E -47381.454
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 3/1/2019
Reduced Level (mRL):
3.972
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Coordinates
PULAU INDAH SG/1281/2018 1/1/2019 N -30173.017
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
4 of
grain SAND
Hard, medium grey, sandy CLAY with
-DITTO-
6
Dense, light to medium grey, silty fine
1.32
25.43
BH-14
some of organic matter
-DITTO-
Casing
Record
75
mm Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
GTe
st
75
mm
75
mm
75
mm Legend
Rec : 250/450mm
Rec : 250/450mm
Rec : 270/450mm
Rec : 270/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 7 6 8 7 8 10 . . . xx
P19/D19 N= 33 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 43.47
3/1/2018 43.500 7 7 9 9 10 11 . . . ---
P20/D20 N= 40 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
45.000 7 6 7 8 9 10 . . . ---
P21/D21 N= 34 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 46.32
46.500 7 8 7 8 8 10 . . . xx
P22/D22 N= 33 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 -
= Cored Sampleoooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
grain SAND
clayey SAND
Dense, light to medium grey, silty fine
Dense, light to medium grey, slightly
-DITTO-
-DITTO-
2.85
4.72
Depth of
Water
(m)
Remarks :
27.00
1/1/19
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
3/1/19
8:30 -
1/1/19 19:00 27.00
2/1/19 8:30
Checked by:
Decayed
Matter2/1/19 19:00 48.00
Prepared by:
3/1/19 8:00 42.00
19:00 66.00
Rec : 250/450mm
Rec : 270/450mm
Rec : 270/450mm
Rec : 250/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 7 8 8 9 9 10 . . . xx
P23/D23 N= 36 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.48
49.500 8 7 8 9 9 11 . . . ---
P24/D24 N= 37 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.63
51.000 7 9 9 10 9 11 . . . xx
P25/D25 N= 39 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
52.500 8 7 9 10 11 11 . . . xx
P26/D26 N= 41 . . . xx
52.950 . . . xx
E -47381.454
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 3/1/2019
Reduced Level (mRL):
3.972
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Coordinates
PULAU INDAH SG/1281/2018 1/1/2019 N -30173.017
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
5 of
grain SAND with some of organic matter
Rec : 250/450mm
Rec : 250/450mm
Rec : 250/450mm
SAND
Standard Penetration Test Graph
-DITTO-
Dense, light to medium grey, clayey
6 BH-14
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Dense, light to medium grey, silty fine
Rec :200/450mm
grain SAND
3.16
3.06
1.15
Dense, light to medium grey, silty fine
'N' Value
0 10 20 30 40 50
52.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 53.69
54.000 5 5 6 6 7 9 --- . . .
P27/D27 N= 28 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 55.37
55.500 5 6 6 7 7 7 --- ---
P28/D28 N= 27 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 6 5 6 7 8 8 --- ---
P29/D29 N= 29 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 7 6 7 7 7 9 --- ---
P30/D30 N= 30 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 -
= Cored Sampleoooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 300/450mm
1.68
Depth of
Water
(m)
Rec : 250/450mm
Rec : 270/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:301/1/19
8:00 42.00
Checked by:
3/1/19 19:00
Prepared by:
Decayed
Matter2/1/19 19:00 48.00
3/1/19
-
Remarks :
Very stiff, light to medium grey, CLAY
66.00
1/1/19 19:00 27.00
2/1/19 8:30 27.00
CLAY
-DITTO-
Rec :200/450mm
-DITTO-
Very stiff, medium to dark grey, sandy
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 8 7 6 7 8 10 --- ---
P31/D31 N= 31 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
E -47381.454
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 3/1/2019
Reduced Level (mRL):
3.972
PULAU INDAH SG/1281/2018 1/1/2019 N -30173.017
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
6 of
Rec : 300/450mm
Hard, light to medium grey, CLAY
6 BH-14
Coordinates
75
mm
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST
RQ
D % Casing
Record
75
mm
75
mm
Date Completed
5.08
75
mm
Field Test / Rock Cores
Legend
75
mm
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
Sample
No.
TC
R (
m)
CR
R %
Borehole terminated at depth 60.45m
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand21.00 -
= Cored Sampleoooo
oooo Gravel21.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
8:00
3/1/19
Remarks :
8:30 -
42.00
19:00
3/1/19
1/1/19 19:00 27.00
66.00
2/1/19 8:30 27.00
Decayed
Matter2/1/19 19:00 48.00
Checked by:
1/1/19
Prepared by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12/12/2018 0.000 D1 --- xx
0.300 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 1 0 1 0 1 --- xx 5 Very stiff, light to medium grey,
P1/D1 N= 2 --- xx silty CLAY.
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx
UD1 --- xx
--- xx
--- xx
4.000 --- xx
--- xx
--- xx
4.500 --- xx Very soft, light to medium grey,
P2/D2 --- xx silty CLAY.
4.950 --- xx
Very soft, light grey, silty CLAY
9.10
Rec: 850/1000mm
Rec : 300/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
TOPSOIL
Rec: 350/450mm
Depth
( m )
14/12/2018VERTICAL100ROTARY
WASHHSS INTEGRATED SDN. BHD.WESTPORTS (M) SDN. BHD.
Legend Description
Thick-
ness
( m )
-HAMMER WEIGHT-
W
G
E
Top: Light to medium grey, silty CLAY.
Bottom: DITTO
-47600.573
Reduced Level (mRL):
Casing
Record
-4.5932
Standard Penetration Test Graph
CR
R %
RQ
D %
75
mm
1 of
Depth
( m )
Job No.
SG/1281/2018
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
75
mm
0.300.30 0.30
PULAU INDAH 12/12/2018 N -30560.370
Te
st Sample
No.
TC
R (
m)
Client ConsultantType of
Boring
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Boring
Dia.
(mm)
Orientation Date Completed
BH-156
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx
UD2 --- xx
--- xx
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx
P3/D3 --- xx
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 --- xx Top: Light to medium grey, silty CLAY.
UD3 --- xx 9.40
--- --- Bottom: Light to medium grey, CLAY.
--- ---
10.000 --- ---
--- ---
--- ---
10.500 0 0 1 0 0 1 --- ---
P4/D4 N= 2 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 12.00 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
14/12/18
9.10
Very soft, light to medium grey,
silty CLAY.
Bottom: DITTO
Rec : 250/450mm
Rec: 840/1000mm
Rec: 780/1000mm
-HAMMER WEIGHT-
Rec: 350/450mm
8:30 49.00
67.0014/12/18
Date Time
34.00
Decayed
Matter
Checked by: Prepared by:
Depth of
Hole (m)
19:00 34.00
19:00
8:30
Very soft, light to medium grey, CLAY.
13/12/18 19:00 44.00
12/12/18 8:30 0.00
12/12/18
13/12/18
Legend Remarks :
Top: Light to medium grey, silty CLAY.
Depth of
Water
(m)
Depth of
Casing
(m)
2.60
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- . . .
UD4 --- . . .
--- . . .
--- . . .
13.000 --- . . .
--- . . .
--- . . . 13.35
13.500 0 1 0 0 1 0 --- xx
P5/D5 N= 1 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 15.00
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 --- ---
P6/D6 --- ---
16.950 --- ---
Very soft, light to medium grey, CLAY.-HAMMER WEIGHT-
Rec: 270/450mm
Bottom: Light to medium grey, sandy
CLAY
E -47600.573
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 14/12/2018
Reduced Level (mRL):
-4.5932
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -30560.370
of
Depth
( m )
75
mm
75
mm
SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )Legend
Te
st
Top: Light to medium grey, sandy CLAY.
W
G
Rec : 920/1000mm
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm
Thick-
ness
( m )
Rec : 320/450mm
Rec : 900/1000mm
Top: Light to medium grey, CLAY.
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Casing
Record
CLAY
Sheet Borehole Ref. No.
2 BH-156
SAMPLE / INSITU TEST
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
1.65
1.35
Bottom: DITTO
Very soft, light to medium grey, silty
Description
0 10 20 30 40 50
'N' Value
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.40
19.500 --- xx
P7/D7 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.90
21.000 --- . . .
UD7 --- . . .
--- . . .
--- . . .
22.000 --- . . .
--- . . .
--- . . . 22.45
22.500 0 1 0 1 0 1 --- ---
P8/D8 N= 2 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test 42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
CRR = Core Recovery Ratio Mudstone
1.50
1.55
4.40
Very soft, light to medium grey, CLAY.
CLAY
-HAMMER WEIGHT-
Rec: 300/450mm
Rec : 910/1000mm
14/12/18
13/12/18
13/12/18Decayed
Matter
12/12/18
12/12/18
19:00
Top: Light to medium grey, sandy CLAY.
Date
Checked by:
34.00
67.00
Very soft, light to medium grey, silty
CLAY
Prepared by:
44.00
19:00
8:30 0.00
34.008:30
19:00
8:30
Depth of
Hole (m)
14/12/18
49.00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Bottom: Light to medium grey, sandy
Rec : 350/450mm
Rec : 880/1000mm
Bottom: DITTO
Top: Light to medium grey, CLAY.
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 0 0 1 0 1 1 --- ---
P9/D9 N= 3 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- --- 27.60
--- xx
--- xx
28.000 --- xx
--- xx
--- xx 28.50
13/12/2018 28.500 1 1 1 1 1 1 --- --- Stiff, light to medium grey, CLAY.
P10/D10 N= 4 --- ---
28.950 --- ---
5.15
0.90
Bottom: Light to medium grey, silty CLAY.
Bottom: DITTO.
Rec : 400/450mm
Rec : 910/1000mm
Rec : 320/450mm
Reduced Level (mRL):
-4.5932VERTICAL 14/12/2018
Standard Penetration Test Graph
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -30560.370
Sheet Borehole Ref. No.
3 of 6 BH-15
E -47600.573
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Top: Light to medium grey, CLAY.
Top: Light to medium grey, CLAY.
Rec : 870/1000mm
Soft, light to medium grey, CLAY.
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 29.90
30.000 --- . . .
UD10 --- . . .
--- . . .
--- . . .
31.000 --- . . .
--- . . .
--- . . .
31.500 1 1 1 1 1 1 --- . . . 31.45
P11/D11 N= 4 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 1 1 1 1 2 2 --- ---
P12/D12 N= 6 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 1 1 1 2 2 2 --- ---
P13/D13 N= 7 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test 42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
CRR = Core Recovery Ratio Mudstone
12/12/18
Soft, light to medium grey, CLAY.
1.40
1.55
4.55
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 320/450mm
Rec : 900/1000mm
Top: Light to medium grey, sandy CLAY.
Bottom: DITTO.
Medium stiff, light to medium grey,
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
19:00 34.00
13/12/18 8:30 34.00
CLAY.
-DITTO-
Remarks :
Decayed
Matter13/12/18 19:00 44.00
Checked by:
14/12/18
Prepared by:
14/12/18 8:30 49.00
19:00 67.00
8:30 0.00
12/12/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 2 2 2 4 4 --- . . .
P14/D14 N= 12 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
37.500 3 3 3 4 3 4 --- . . .
P15/D15 N= 14 --- . . .
37.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 38.75
39.000 5 6 6 5 6 6 . . . xx
P16/D16 N= 23 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
40.500 5 5 5 6 6 6 . . . xx
P17/D17 N= 23 . . . xx
40.950 . . . xx
-DITTO-
2.75
Medium dense, light to medium grey,
-DITTO-
Rec : 300/450mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 270/450mm
E -47600.573
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 14/12/2018
Reduced Level (mRL):
-4.5932
PULAU INDAH SG/1281/2018 12/12/2018 N -30560.370
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
silty fine grain SAND.
Stiff, light to medium grey, sandy CLAY.
Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Sheet Borehole Ref. No.
4 of 6 BH-15
Coordinates
Date Completed
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 6 5 6 6 7 7 . . . xx
P18/D18 N= 26 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 43.40
14/12/2018 43.500 6 7 7 8 9 9 . . . ---
P19/D19 N= 33 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 45.00
45.000 5 6 6 7 7 7 . . . xx
P20/D20 N= 27 . . . xx
45.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
46.500 6 7 7 6 8 8 . . . xx
P21/D21 N= 29 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test 42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
CRR = Core Recovery Ratio Mudstone
Medium dense, light to medium grey,
4.65
1.60
Rec : 270/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 270/450mm
Prepared by: Checked by:
14/12/18 8:30 49.00
14/12/18 19:00 67.00
13/12/18 8:30 34.00
Decayed
Matter13/12/18 19:00 44.00
Remarks :
12/12/18 8:30 0.00
12/12/18 19:00 34.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
silty fine grain SAND.
-DITTO-
Dense, light to medium grey, very clayey
SAND
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 7 6 7 8 8 9 . . . xx
P22/D22 N= 32 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.35
49.500 6 6 6 7 7 7 . . . ---
P23/D23 N= 27 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 51.00
51.000 4 3 4 4 5 5 --- ---
P24/D24 N= 18 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- --- 52.40
52.500 4 5 4 5 6 7 xx ---
P24/D24 N= 22 xx ---
52.950 xx ---
1.40
Very stiff, light to medium grey,
with some of organic matter
silty CLAY.
E -47600.573
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 14/12/2018
Reduced Level (mRL):
-4.5932
PULAU INDAH SG/1281/2018 12/12/2018 N -30560.370
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Description
Very stiff, light to medium grey, CLAY
75
mm
75
mm
75
mm
75
mm
75
mm
Dense, light to medium grey, silty fine
grain SAND.
clayey SAND
Standard Penetration Test Graph
Rec : 250/450mm
Rec : 300/450mm
Rec : 270/450mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Field Test / Rock Cores
Casing
RecordLegend
Rec : 280/450mm
BH-15
Coordinates
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
Date Completed
Medium dense, light to medium grey,
1.35
1.65
Sheet Borehole Ref. No.
5 of 6
'N' Value
0 10 20 30 40 50
52.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 53.90
54.000 4 3 3 3 3 4 --- ---
P25/D25 N= 13 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 4 5 5 6 6 6 --- ---
P26/D26 N= 23 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 5 5 6 5 6 7 --- ---
P27/D27 N= 24 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 6 7 7 7 7 --- ---
P28/D28 N= 28 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test 42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
CRR = Core Recovery Ratio Mudstone
1.50
Very stiff, light to medium grey, CLAY.
Prepared by: Checked by:
14/12/18 8:30 49.00
14/12/18 19:00 67.00
13/12/18 8:30 34.00
Decayed
Matter13/12/18 19:00 44.00
Depth of
Water
(m)
Remarks :
12/12/18 8:30 0.00
12/12/18 19:00 34.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 270/450mm
Rec : 250/450mm
Very stiff, light to medium grey, CLAY.
Very stiff, light to medium grey, CLAY.
Stiff, light to medium grey, CLAY.
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 6 7 6 7 6 --- ---
P29/D29 N= 26 --- ---
60.450 --- --- 60.45
E -47600.573
WESTPORTS (M) SDN. BHD. HSS INTEGRATED SDN. BHD.ROTARY
WASH100 VERTICAL 14/12/2018
Reduced Level (mRL):
-4.5932
PULAU INDAH SG/1281/2018 12/12/2018 N -30560.370
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
6
Date Started
Sheet Borehole Ref. No.
6 of
Borehole terminated at depth 60.45m
Very stiff, light to medium grey, CLAY.
Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock CoresC
RR
%
RQ
D % Casing
Record
Thick-
ness
( m )
W
GLegend
Depth
( m )
BH-15
Coordinates
Date Completed
Rec : 250/450mm
6.55
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
TC
R (
m)
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay 0.00 0.00
= Disturbed Sample. . . . . .
. . . . . . Sand 27.00 0.00
= Cored Sampleoooo
oooo Gravel 27.00 0.00
= Vane Shear Test 42.00 0.00
RQD = Rock Quality Disignation++++
++ Granite 42.00 0.00
TCR = Total Core Recovery Limestone 60.00 0.00
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
14/12/18 8:30 49.00
14/12/18 19:00 67.00
13/12/18 8:30 34.00
Decayed
Matter13/12/18 19:00 44.00
12/12/18 8:30 0.00
12/12/18 19:00 34.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
8/12/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx
P1/D1 N= 0 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.98
3.000 . . . --- Top: Medium to dark grey, sandy CLAY
UD1 . . . --- 3.16
--- --- Bottom: Light to medium grey, CLAY
--- ---
4.000 --- ---
--- ---
--- --- 4.42
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
-HAMMER WEIGHT-
TOPSOIL
75
mm
75
mm
Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
E -47757.448
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
0.30
W
GLegend
75
mm
Depth
( m )
75
mm
75
mm
75
mm
Date Completed
Depth
( m )
Vertical100ROTARY
WASH
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
10/12/2018
0.30
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-166
PULAU INDAH 8/12/2018
Date Started
CLAY
Very soft, light grey, silty CLAY
Very soft, light to medium grey, silty
Job No.
SG/1281/2018
-0.6912
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 1
N -30830.158
Client
Rec: 330/450mm
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
-HAMMER WEIGHT-
Rec: 900/1000mm
Rec: 300/450mm
1.26
0.18
2.68
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx
10.500 --- xx Very soft, light to medium grey, silty
P4/D4 N= 0 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
Decayed
Matter9/12/18 19:00 50.00
50.00
68.00
Date
10/12/18 19:00
10/12/18 8:30
LegendDepth of
Hole (m)
8/12/18 19:00
35.00
35.00
9/12/18 8:30
Remarks :
8/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Time
Rec: 920/1000mm
Rec: 330/450mm
Rec: 310/450mm
-HAMMER WEIGHT-
Rec: 910/1000mm
Rec: 300/450mm
-HAMMER WEIGHT-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
--- xx
--- xx
UD5 --- xx
16.000 --- xx
--- xx
--- xx
16.500 0 1 0 1 0 1 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
-HAMMER WEIGHT- Very soft, light to medium grey, silty
Rec : 300/450mm
Rec : 330/450mm
CLAY
Very soft, light to medium grey, silty
Bottom: DITTO
Top: Light to medium grey, CLAY
CLAY
Bottom: DITTO
Legend
75
mm
Depth
( m )
75
mm
W
GTe
st
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )
6
Sheet Borehole Ref. No.
of2 BH-16
Rec : 800/1000mm
Rec : 890/1000mm
Coordinates
PULAU INDAH SG/1281/2018 8/12/2018 N -30830.158
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
E -47757.448
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 10/12/2018
Reduced Level (mRL):
-0.6912
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
13.53
Client Consultant
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.95
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.47
19.500 0 1 0 1 1 1 --- xx
P7/D7 N= 3 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.76
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.48
22.500 1 1 1 2 1 1 --- xx
P8/D8 N= 5 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 900/1000mm
Bottom: DITTO
Medium stiff, light to medium grey, silty
Rec : 300/450mm
Rec : 880/1000mm
Rec : 290/450mm
Rec : 300/450mm
8:30 50.00
35.00
19:00
Top: Light to medium grey, CLAY
Prepared by: Checked by:
Soft, light to medium grey, silty CLAY
Top: Light to medium grey, CLAY
Bottom: DITTO
CLAY
Decayed
Matter9/12/18
10/12/18 19:00 68.00
10/12/18
9/12/18
8/12/18
50.00
8/12/18 8:30 -
35.008:30
19:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
1.52
1.72
1.29
1.52
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.48
25.500 0 1 1 1 1 1 --- xx
P9/D9 N= 4 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.97
27.000 --- ---
UD9 --- ---
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
9/12/2018 28.500 1 1 1 1 1 2 --- ---
P10/D10 N= 5 --- ---
28.950 --- ---
Top: Light to medium grey, CLAY
Bottom: DITTO
Rec : 910/1000mm
Rec : 300/450mm
Top: Light to medium grey, CLAY
Rec : 900/1000mm
Soft, light to medium grey, silty CLAY
Rec : 330/450mm
-47757.448
Bottom: DITTO
Medium stiff, light to medium grey, CLAY
75
mm
75
mm
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-16
E
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 8/12/2018 N -30830.158
10/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-0.6912
1.48
1.49
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- ---
31.500 1 1 1 1 1 2 --- ---
P11/D11 N= 5 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 2 1 2 2 2 2 --- ---
P12/D12 N= 8 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 1 2 1 2 2 2 --- ---
P13/D13 N= 7 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 900/1000mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 310/450mm
Top: Light to medium grey, CLAY
Bottom: DITTO
Medium stiff, light to medium grey, CLAY
Medium stiff, light to medium grey, CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
9/12/18 19:00 50.00
8/12/18 8:30 -
8/12/18 19:00 35.00
8:30 50.00
68.00
Checked by:
Remarks :
-DITTO-
Prepared by:
10/12/18
10/12/18 19:00
9/12/18 8:30 35.00
Decayed
Matter
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 2 2 3 2 2 --- ---
P14/D14 N= 9 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- ---
37.500 1 2 1 2 2 1 --- ---
P15/D15 N= 6 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 2 1 2 2 1 3 --- ---
P16/D16 N= 8 --- ---
39.450 Rec : 320/450mm --- ---
--- ---
--- ---
--- ---
--- ---
40.500 2 3 2 3 3 3 --- ---
P17/D17 N= 11 --- ---
40.950 --- ---
Rec : 300/450mm
Rec : 270/450mm
Rec : 300/450mm
-DITTO-
Medium stiff, light to medium grey, CLAY
Medium stiff, light to medium grey, CLAY
Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Legend
Stiff, light to medium grey, CLAY
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Date Completed
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
Depth
( m )
Thick-
ness
( m )
W
G
Type of
Boring
Date Started
Sheet Borehole Ref. No.
4 of 6 BH-16
Coordinates
Boring
Dia.
(mm)
Orientation
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
10/12/2018Reduced Level (mRL):
-0.6912
PULAU INDAH SG/1281/2018 8/12/2018 N -30830.158
Client Consultant
14.90
E -47757.448
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 41.87
42.000 3 2 3 4 4 5 --- xx Very stiff, light to medium grey, silty
P18/D18 N= 16 --- xx CLAY
42.450 --- xx
--- xx
--- xx
--- xx
--- xx
10/12/2018 43.500 3 2 3 4 3 5 --- xx
P19/D19 N= 15 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 44.79
45.000 P20/D20 4 3 4 3 5 5 --- . . .
N= 17 --- . . . with some organic matter
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 46.42
46.50 5 4 6 6 5 6 --- ---
P21/D21 N= 23 --- ---
46.95 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
19:0010/12/18
Checked by:
Very stiff, light to medium grey, CLAY
Rec : 300/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 310/450mm
Stiff, light to medium grey, silty CLAY
Rec : 300/450mm
Prepared by:
10/12/18 8:30 50.00
68.00
19:00 35.008/12/18
Decayed
Matter9/12/18 19:00 50.00
9/12/18 8:30 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8/12/18 8:30 -
Depth of
Water
(m)
Remarks :
Stiff, light to medium grey, sandy CLAY
1.63
2.92
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 6 6 5 6 6 --- ---
P22/D22 N= 23 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- --- 49.43
49.500 5 4 5 6 6 7 --- . . .
P23/D23 N= 24 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 51.00
51.000 3 4 5 5 6 6 --- ---
P24/D24 N= 22 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 5 4 5 5 6 7 --- ---
P24/D25 N= 23 --- ---
52.950 --- ---
-DITTO-
Very stiff, light to medium grey, CLAY
Field Test / Rock Cores
Casing
RecordLegend
-DITTO-
CLAY with trace of organic matter
Very stiff, light to medium grey, sandy
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
75
mm
75
mm
Date Completed
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
75
mm
Borehole Ref. No.
5 of 6 BH-16
Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
Date Started
Rec : 310/450mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 300/450mm
3.01
Type of
Boring
Boring
Dia.
(mm)
Orientation
1.57
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
Sheet
10/12/2018
PULAU INDAH SG/1281/2018 8/12/2018 N -30830.158
Client Consultant E -47757.448
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Reduced Level (mRL):
-0.6912
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 6 5 6 7 7 8 --- ---
P26/D26 N= 28 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 4 3 5 5 4 6 --- ---
P27/D27 N= 20 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 6 7 7 7 6 8 --- ---
P28/D28 N= 28 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 6 7 9 9 8 9 --- ---
P29/D29 N= 35 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
10/12/18 8:30 50.00
Prepared by: Checked by:
10/12/18 19:00 68.00
9/12/18 8:30 35.00
Decayed
Matter9/12/18 19:00 50.00
Depth of
Water
(m)
Remarks :
8/12/18 8:30 -
8/12/18 19:00 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Hard, light to medium grey, CLAY
Very stiff, light to medium grey, CLAY
-DITTO-
-DITTO-
Rec : 300/450mm
Rec : 250/450mm
Rec : 310/450mm
Rec : 300/450mm
Rec : 250/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 5 6 7 8 9 --- ---
P30/D30 N= 30 --- ---
60.450 --- ---
--- ---
--- --- 60.45
Borehole terminated at depth 60.45m
Depth
( m )
Thick-
ness
( m )
W
G
Very stiff, light to medium grey, CLAY
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm Legend
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Rec : 300/450mm
Sheet Borehole Ref. No.
6 of 6 BH-16
75
mm
Field Test / Rock Cores
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 8/12/2018 N -30830.158
-0.6912
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
9.45
E -47757.448
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 10/12/2018
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
10/12/18 8:30 50.00
19:0010/12/18
Decayed
Matter9/12/18 19:00 50.00
Checked by:
8/12/18 19:00 35.00
68.00
9/12/18 8:30 35.00
Remarks :
8/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
16/12/2018 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 2.90
3.000 --- xx Top: Light to medium grey, silty CLAY
UD1 --- xx
--- xx Bottom: DITTO
--- xx
4.000 --- xx
--- xx
--- xx
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
TOPSOIL
Depth
( m )Legend
75
mm
Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
Casing
RecordDescription
Thick-
ness
( m )
N -30591.836
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E -47257.956
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-176
Date Started
PULAU INDAH
Very soft, light to medium grey, CLAY
1
Very soft, light grey, silty CLAY0.30
Date Completed
16/12/2018
Depth
( m )
0.30
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Rec: 400/450mm
75
mm
75
mm
75
mm
W
G
-1.8384WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 18/12/2018
Reduced Level (mRL):
-HAMMER WEIGHT-
Rec: 400/450mm
Rec: 900/1000mm
-HAMMER WEIGHT-
2.60
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx Top: Light to medium grey, silty CLAY
6.000 --- xx
UD2 --- xx Bottom: DITTO
--- xx
--- xx
7.000 --- xx
--- xx
--- xx
7.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P3/D3 N= 2 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.95
9.000 --- . . . Top: Light to medium grey, sandy CLAY
UD3 --- . . .
--- . . . Bottom: DITTO
--- . . .
10.000 --- . . .
--- . . .
--- . . . 10.40
10.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P4/D4 N= 2 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
Decayed
Matter17/12/18 19:00 54.00
16/12/18 19:00
33.00
18/12/18 8:30 54.00
66.0018/12/18 19:00
Date Time
33.00
17/12/18 8:30
Legend Remarks :
16/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Depth of
Hole (m)
Rec: 810/1000mm
Rec: 350/450mm
1.45
Rec: 400/450mm
6.05
Rec: 910/1000mm
Rec: 350/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx
16.500 0 1 0 1 0 1 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
Very soft, light to medium grey, silty
CLAY
Top: Light to medium grey, silty CLAY
Bottom: DITTO
CLAY
Legend
75
mm
Depth
( m )
75
mm
W
GTe
st
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Very soft, light to medium grey, silty
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )
6
Sheet Borehole Ref. No.
of2 BH-17
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Rec : 710/1000mm
-HAMMER WEIGHT-
Rec : 350/450mm
Rec : 900/1000mm
Rec : 300/450mm
Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -30591.836
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
E -47257.956
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 18/12/2018
Reduced Level (mRL):
-1.8384
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
7.50
Client ConsultantType of
Boring
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.90
18.000 . . . xx
UD6 . . . xx
. . . xx
. . . xx
19.000 . . . xx
. . . xx
. . . xx 19.50
19.500 0 1 0 1 1 1 --- xx
P7/D7 N= 3 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
21.000 --- xx
UD7 --- xx
--- xx
--- xx
22.000 --- xx
--- xx
--- xx 22.40
22.500 1 1 1 1 1 1 --- ---
P8/D8 N= 4 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
16/12/18
Top: Light to medium grey, silty CLAY
Bottom: DITTO
8:30 54.00
Prepared by:
Top: Light to medium grey, sandy CLAY
Bottom: DITTO
Checked by:
Decayed
Matter17/12/18
18/12/18 19:00 66.00
16/12/18
54.00
8:30 -
33.008:30
19:00 33.00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
Soft, light to medium grey, CLAY
19:00
18/12/18
17/12/18
Rec : 250/450mm
Rec : 880/1000mm
Rec : 300/450mm
Soft, light to medium grey, silty CLAY
Rec : 300/450mm
Rec : 910/1000mm
1.60
2.90
1.60
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
25.000 --- xx
--- xx
--- xx 25.45
25.500 1 1 1 1 1 1 --- ---
P9/D9 N= 4 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- --- 27.30
--- xx
--- xx
28.000 --- xx
--- xx
--- xx 28.50
17/12/2018 28.500 1 1 1 1 1 1 --- ---
P10/D10 N= 4 --- ---
28.950 --- ---
Borehole Ref. No.
3 of 6 BH-17
1.20
Sheet
75
mm
75
mm
75
mm
75
mm
75
mm
1.85
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
Soft, light to medium grey. CLAY
Bottom: Light to medium grey, silty CLAY
Top: Light to medium grey, CLAY
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Soft, light to medium grey, CLAY
Rec : 880/1000mm
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
-47257.956
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N
Vertical 18/12/2018
-30591.836
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
Reduced Level (mRL):
-1.8384
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
UD10 --- --- 30.45
--- xx
--- xx
31.000 --- xx
--- xx
--- xx 31.40
31.500 1 1 1 1 1 2 --- ---
P11/D11 N= 5 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 --- ---
UD11 --- ---
--- ---
--- ---
34.000 --- ---
--- ---
--- --- 34.30
34.500 1 1 1 1 2 2 --- xx
P12/D12 N= 6 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
8:30
CLAY
Top: Light to medium grey, CLAY
Bottom: DITTO
Medium stiff, light to medium grey, silty
Bottom: Light to medium grey, silty CLAY
Medium stiff, light to medium grey, CLAY
1.95
0.95
2.90
1.70
Top: Light to medium grey, CLAY
Rec : 250/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter17/12/18 19:00 54.00
16/12/18 8:30 -
16/12/18 19:00 33.00
54.00
18/12/18 19:00 66.00
Checked by:
17/12/18 8:30 33.00
Prepared by:
18/12/18
Remarks :
Rec : 910/1000
Rec : 350/450mm
Rec : 350/450mm
Rec : 850/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 1 2 2 2 2 --- ---
P13/D13 N= 8 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- ---
37.500 3 2 3 3 4 4 --- ---
P14/D14 N= 14 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 3 3 2 3 4 5 --- ---
P15/D15 N= 14 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 3 4 4 5 5 5 --- ---
P16/D16 N= 19 --- ---
40.950 --- ---
75
mm
Field Test / Rock Cores
-DITTO-
LegendDepth
( m )
Thick-
ness
( m )
W
GDescription
75
mm
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
Sheet Borehole Ref. No.
4 of 6 BH-17
Very stiff, light to medium grey, CLAY
Medium stiff, light to medium grey, CLAY
Stiff, light to medium grey, CLAY
Rec : 350/450mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 270/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -30591.836
Vertical 18/12/2018Reduced Level (mRL):
-1.8384
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47257.956
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 3 4 3 4 4 4 --- ---
P17/D17 N= 15 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- ---
43.500 4 3 4 4 5 4 --- ---
P18/D18 N= 17 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
45.000 3 4 4 5 5 5 --- ---
P19/D19 N= 19 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- --- 46.45
18/12/2018 46.500 5 5 6 6 5 6 --- . . .
P20/D20 N= 23 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Stiff, light to medium grey, CLAY
Prepared by:
18/12/18 8:30
19:00 66.00
Checked by:
18/12/18
17/12/18 8:30 33.00
Decayed
Matter17/12/18 19:00 54.00
54.00
16/12/18 8:30 -
16/12/18 19:00 33.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Rec : 310/450mm
Rec : 250/450mm
Rec : 270/450mm
Rec : 300/450mm
Rec : 350/450mm
Very stiff, light to medium grey, CLAY
-DITTO-
Medium dense, light to medium grey,
sandy CLAY
10.45
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 4 6 6 7 7 --- . . .
P21/D21 N= 26 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
49.500 7 6 7 7 8 8 --- . . .
P22/D22 N= 30 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 50.95
51.000 5 6 7 8 9 9 . . . xx Dense, light to medium grey, silty fine
P23/D23 N= 33 . . . xx grain SAND
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.40
52.500 5 5 6 6 7 7 . . . ---
P24/D24 N= 26 . . . ---
52.950 . . . ---
-DITTO-
-DITTO-
Medium dense, light to medium grey, very
Casing
RecordLegend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.Description
75
mm
75
mm
75
mm
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
Field Test / Rock Cores
E -47257.956
Reduced Level (mRL):
1.45
Sheet Borehole Ref. No.
5 of 6 BH-17
clayey SAND
Rec : 270/450mm
Rec : 250/450mm
Rec : 200/450mm
Rec : 250/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -30591.836
18/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
-1.8384
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
4.50
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
54.000 4 5 4 5 6 6 . . . ---
P25/D25 N= 21 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 55.50
55.500 4 5 4 4 5 6 --- xx
P26/D26 N= 19 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 56.80
57.000 5 4 5 5 6 6 --- ---
P27/D27 N= 22 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 4 5 6 6 6 7 --- ---
P28/D28 N= 25 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
18/12/18
Checked by:
19:00 33.00
8:30 54.00
18/12/18 19:00 66.00
17/12/18 8:30 33.00
Remarks :
Very stiff, light to medium grey, CLAY
Decayed
Matter17/12/18 19:00 54.00
16/12/18 8:30 -
16/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
-DITTO-
clayey SAND
1.30
3.10
Very stiff, light to medium grey, silty
CLAY
Medium dense, light to medium grey, very
Rec : 300/450mm
Rec : 310/450mm
Rec : 200/450mm
Rec : 250/450mm
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 4 5 5 5 7 --- ---
P29/D29 N= 22 --- ---
60.450 --- ---
--- ---
--- --- 60.45
Depth
( m )
-DITTO-
Thick-
ness
( m )
W
G
Borehole terminated at depth 60.45m
Depth
( m ) Te
st
Description
75
mm
TC
R (
m)
CR
R %
RQ
D %
BH-17
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
75
mm
Field Test / Rock Cores
Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
75
mm
75
mm
Sample
No.
Rec : 270/450mm
Casing
Record
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6
Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -30591.836
Vertical 18/12/2018Reduced Level (mRL):
-1.8384
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
3.65
E -47257.956
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
18/12/18 8:30 54.00
19:00
17/12/18 8:30 33.00
Decayed
Matter17/12/18 19:00 54.00
Checked by:
66.0018/12/18
16/12/18 8:30 -
16/12/18 19:00 33.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
4/12/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx
P1/D1 N= 0 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx Top: Light to medium grey, silty CLAY
UD1 --- xx 3.45
--- --- Bottom: Light to medium grey, CLAY of
--- --- high plasticity
4.000 --- ---
--- ---
--- --- 4.48
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
Reduced Level (mRL):
Description
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD. 6/12/2018-0.9244
Vertical100ROTARY
WASH
TC
R (
m)
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
E -47603.705
Job No.
SG/1281/2018
Client ConsultantType of
Boring
0.30
Very soft, light to medium grey, silty
1.03
3.15
75
mm
75
mm
Te
st Sample
No.
Rec: 920/1000mm
-HAMMER WEIGHT-
CR
R %
Rec: 250/450mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
RQ
D %
Rec: 300/450mm
Depth
( m )
75
mm
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
LegendCasing
Record
PULAU INDAH 4/12/2018 N -30918.664
Very soft, light grey, silty CLAY0.30
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-186
Date Started
1
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
-HAMMER WEIGHT-
CLAY
TOPSOIL
Date Completed
W
G
Boring
Dia.
(mm)
Orientation
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.84
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- --- 6.30
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.97
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- ---
--- --- Bottom: DITTO
--- ---
10.000 --- ---
--- ---
--- --- 10.42
10.500 --- xx Very soft, light to medium grey, silty
P4/D4 N= 0 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 300/450mm
-HAMMER WEIGHT-
1.36
1.45
8:30 48.50
66.50
8:30
Decayed
Matter5/12/18 19:00 48.50
Date Time
Rec: 900/1000mm
4/12/18 19:00
21.50
6/12/18 19:00
21.50
6/12/18
Legend Remarks :
4/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Depth of
Hole (m)
5/12/18
Rec: 300/450mm
Rec: 900/1000mm
-HAMMER WEIGHT-
Rec: 320/450mm
0.46
2.67
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 15.00
15.000 --- H.
UD5 --- H.
--- H.
--- H.
--- H.
16.000 --- H.
--- H. 16.45
5/12/2018 16.500 0 1 0 1 0 1 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
-0.9244
1.45
4.58
Vertical
Standard Penetration Test Graph
Reduced Level (mRL):
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
of2
W
G
Very soft, light to medium grey, silty
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
LegendDepth
( m )
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
Rec : 300/450mm
75
mm
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m ) Te
st
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
BH-186
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
PULAU INDAH 4/12/2018
Client Date Completed Consultant E
-30918.664
-47603.705
6/12/2018
N
CLAY
Type of
Boring
Boring
Dia.
(mm)
Orientation
CLAY
Rec : 850/1000mm
Rec : 310/450mm
-HAMMER WEIGHT-
Rec : 890/1000mm
Bottom: DITTO
Very soft, light to medium grey, silty
Top: Light to medium grey, sandy CLAY
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.89
18.000 --- ---
UD6 --- ---
--- ---
--- ---
--- ---
19.000 --- ---
--- --- 19.42
19.500 --- xx
P7/D7 N= 0 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.93
21.000 --- ---
UD7 --- ---
--- ---
--- ---
--- ---
22.000 --- ---
--- ---
22.500 --- ---
P8/D8 N= 0 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand15.00 -
= Cored Sample
oooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.51
1.53
1.44
Prepared by: Checked by:
with some of organic matter
6/12/18 19:00 66.50
4/12/18
48.5019:00
6/12/18 8:30 48.50
8:30
19:00 21.50
5/12/18
Decayed
Matter5/12/18
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Rec : 920/1000mm
Depth of
Hole (m)
Rec : 250/450mm
Rec : 300/450mm
Very soft, light to medium grey, CLAY
4/12/18 8:30 -
Rec : 310/450mm
21.50
Bottom: DITTO
-HAMMER WEIGHT-
-HAMMER WEIGHT-
Rec : 900/1000mm
Top: Light to medium grey, CLAY of high
plasticity
Top: Light to medium grey, CLAY
Very soft, light to medium grey, silty
CLAY with some of organic matter
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- --- Top: Light to medium grey, CLAY
UD8 --- ---
--- --- Bottom: DITTO
--- ---
25.000 --- ---
--- ---
--- ---
25.500 0 1 0 1 1 1 --- ---
P9/D9 N= 3 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- --- Top: Light to medium crey, CLAY of high
UD9 --- --- plasticity
--- ---
--- --- Bottom: DITTO
28.000 --- ---
--- ---
--- ---
28.500 1 0 1 0 1 1 --- ---
P10/D10 N= 3 --- ---
28.950 --- ---
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. Vertical
75
mm
6/12/2018
4/12/2018
Boring
Dia.
(mm)
Orientation Date Completed
ROTARY
WASH
Sheet Borehole Ref. No.
3 of 6 BH-18
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -30918.664
Client ConsultantType of
Boring
N
75
mm
75
mm
75
mm
W
G
E -47603.705
-0.9244
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Thick-
ness
( m )
100
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
75
mm
CR
R %
RQ
D %
75
mm
Soft, light to medium grey, CLAY
Soft, light to medium grey, CLAY
Rec : 900/1000mm
Rec : 280/450mm
Rec : 900/1000mm
Rec : 300/450mm
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- --- Top: light to medium grey, CLAY
UD10 --- ---
--- --- Bottom: DITTO
--- ---
31.000 --- ---
--- ---
--- ---
31.500 1 1 1 1 1 1 --- ---
P11/D11 N= 4 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 --- --- Top: Light to medium grey, CLAY of high
UD11 --- --- plasticity
--- ---
--- ---
34.000 --- ---
--- ---
--- --- 34.48
34.500 1 1 2 1 1 1 --- xx Medium stiff, light to medium grey, silty
P12/D12 N= 5 --- xx CLAY
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
13.55
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter5/12/18 19:00
4/12/18 8:30
5/12/18 8:30
8:30 48.50
Rec : 900/1000mm
Rec : 320/450mm
Checked by:
Remarks :
-
4/12/18 19:00 21.50
Soft, light to medium grey, CLAY
Bottom: DITTO
Prepared by:
6/12/18
21.50
48.50
6/12/18 19:00 66.50
Rec : 300/450mm
Rec : 890/1000mm
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 2 2 1 2 2 --- xx
P13/D13 N= 7 --- xx
36.450 --- xx
--- xx
--- xx
--- xx
--- xx 37.46
37.500 2 1 2 2 1 1 --- ---
P14/D14 N= 6 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 2 3 3 3 4 5 --- ---
P15/D15 N= 15 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 3 2 4 3 5 7 --- ---
P16/D16 N= 19 --- ---
40.950 --- ---
6/12/2018-0.9244
2.98
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
75
mm
Very stiff, light to medium grey, CLAY
Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
75
mm
75
mm
E -47603.705
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
W
G
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
BH-18
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 4/12/2018 N -30918.664
Sheet Borehole Ref. No.
4 of 6
Rec : 300/450mm
Rec : 300/450mm
Rec : 290/450mm
Rec : 400/450mm
Stiff, light to medium grey, CLAY
-DITTO-
CLAY
Medium stiff, light to medium grey, silty
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 3 3 5 7 7 6 --- ---
P17/D17 N= 25 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- ---
6/12/2018 43.500 3 4 3 4 5 6 --- ---
P18/D18 N= 18 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
45.000 4 5 6 6 6 7 --- ---
P19/D19 N= 25 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
46.500 4 5 5 7 7 9 --- ---
P20/D20 N= 28 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
48.000 --- --- 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
10.54
Very stiff, light to medium grey, CLAY
Prepared by:
8:30 48.50
19:00 66.50
Checked by:
6/12/18
6/12/18
5/12/18 8:30 21.50
Decayed
Matter5/12/18 19:00 48.50
4/12/18 8:30 -
4/12/18 19:00 21.50
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
-DITTO-
Rec : 300/450mm
Rec : 270/450mm
Very stiff, light to medium grey, CLAY
Rec : 400/450mm
Rec : 350/450mm
Rec : 250/450mm
Very stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 4 4 6 7 8 --- xx
P21/D21 N= 25 --- xx
48.450 --- xx
--- xx
--- xx
--- xx
--- xx
49.500 5 6 6 7 7 9 --- xx
N= 29 --- xx
49.950 P22/D22 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 50.92
51.000 4 5 7 7 8 8 --- ---
P23/D23 N= 30 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 3 4 4 4 3 5 --- ---
P24/D24 N= 16 --- ---
52.950 --- ---
-0.9244
2.92
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 300/450mm
-DITTO-
75
mm
75
mm
75
mm
Rec : 200/450mm
Rec : 230/450mm
Rec : 230/450mm
Depth
( m )
Thick-
ness
( m )
Description
6/12/2018
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Casing
RecordLegend
75
mm
Sample
No.
TC
R (
m)
Client ConsultantType of
Boring
Boring
Dia.
(mm)
CR
R %
75
mm
RQ
D %
75
mm
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 4/12/2018 N -30918.664
-47603.705
Sheet Borehole Ref. No.
5 of 6 BH-18
E
Reduced Level (mRL):
Standard Penetration Test Graph
-DITTO-
-DITTO-
Very stiff, light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 4 5 7 7 7 10 --- ---
P25/D25 N= 31 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 5 5 6 6 5 8 --- ---
N= 25 --- ---
55.950 P26/D26 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 56.89
57.000 4 3 4 5 7 7 --- xx
P27/D27 N= 23 --- xx
57.450 --- xx
--- xx
--- xx
--- xx
--- xx
58.500 3 5 5 6 7 8 --- xx
P28/D28 N= 26 --- xx
58.950 --- xx
--- xx
--- xx
--- xx
--- xx
60.000 --- xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
5.97
3.11
Remarks :
CLAY
Depth of
Water
(m)
Very stiff, light to medium grey, silty
-DITTO-
Decayed
Matter5/12/18 19:00 48.50
6/12/18
66.50
8:30 48.50
Checked by:
6/12/18 19:00
Prepared by:
4/12/18 19:00 21.50
5/12/18 8:30 21.50
4/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 300/450mm
Rec : 200/450mm
Rec : 230/450mm
Rec : 300/450mm
Rec : 260/450mm
Hard, light to medium grey, CLAY
Very stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 4 3 5 6 6 9 --- ---
P29/D29 N= 26 --- ---
60.450 --- ---
--- ---
--- --- 60.45
6/12/2018-0.9244
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Sample
No.
TC
R (
m)
Borehole terminated at depth 60.45m
Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Thick-
ness
( m )
W
G
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
Client Type of
Boring
Boring
Dia.
(mm)
Orientation
PULAU INDAH 4/12/2018
Sheet Borehole Ref. No.
6 of 6
-30918.664
Very stiff, light to medium grey, CLAY
Coordinates
Date Completed E -47603.705
Reduced Level (mRL):
BH-18
N
Rec : 250/450mm
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4/12/18 19:00 21.50
Checked by: Prepared by:
6/12/18 8:30 48.50
19:006/12/18
Decayed
Matter5/12/18 19:00 48.50
66.50
5/12/18 8:30 21.50
Remarks :
4/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
13/11/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 0 0 1 0 0 --- xx
P1/D1 N= 1 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx Top: Medium to dark grey, silty CLAY
3.000 --- xx
UD1 --- xx Bottom: DITTO
--- xx
--- xx
4.000 --- xx
--- xx
--- xx
4.500 0 0 1 0 0 0 --- xx Very soft, medium to dark grey, silty
P2/D2 N= 1 --- xx CLAY
4.950 --- xx
0.30
Very soft, medium to dark grey, silty
CLAY of intermediate plasticity
75
mm
75
mm
75
mm
TOPSOIL
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
-3.3624
Very soft, light grey, silty CLAY
RQ
D %
0.30
Legend
75
mm
Te
st
Rec: 400/450mm
Rec: 850/1000mm
Rec: 450/450mm
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
W
G
Depth
( m )
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -46948.212EDate Completed
PULAU INDAH 13/11/2018 N
Job No.
SG/1281/2018 -31796.271
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-1961
Date Started
100 Vertical 17/11/2018
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
75
mm
Depth
( m )
TC
R (
m)
CR
R %
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx Top: Medium to dark grey, silty CLAY
6.000 --- xx
UD2 --- xx Bottom: DITTO
--- xx
--- xx
7.000 --- xx
--- xx
--- xx
7.500 0 0 0 1 0 0 --- xx Very soft, medium to dark grey, silty
P3/D3 N= 1 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx Top: Medium to dark grey, silty CLAY
9.000 --- xx
UD3 --- xx Bottom: DITTO
--- xx
--- xx
10.000 --- xx
--- xx
--- xx
10.500 0 0 1 0 0 1 --- xx Very soft, light to medium grey, silty
P4/D4 N= 2 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay0.00 0
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
Decayed
Matter15/11/18 19:00
Depth of
Hole (m)
39.00
15/11/18 8:30
8:30 0.00
16/11/18 18:30
Date Time
8:30
13/11/18
61.50
51.00
Depth of
Casing
(m)
Rec: 400/450mm
Rec: 800/1000mm
Rec: 400/450mm
Rec: 850/1000mm
Depth of
Water
(m)
Remarks :
13/11/18 19:00
39.00
16/11/18
51.00
Rec: 400/450mm
Legend
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 0 0 1 0 1 0 --- xx
P5/D5 N= 2 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx
16.500 0 0 1 0 0 0 --- xx
P6/D6 N= 1 --- xx
16.950 --- xx
CLAY
Very soft, light to medium grey, silty
Top: Light to medium grey, silty CLAY
Bottom: DITTO
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Depth
( m )
W
G
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
75
mm
Te
st
TC
R (
m)
75
mm
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-19
PULAU INDAH 13/11/2018
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Orientation Consultant
Reduced Level (mRL):
6
E
-31796.271
-46948.212
N
SOIL / STRATUM DETAILS Standard Penetration Test Graph
intermediate plasticity
Rec : 400/450mm
Legend
75
mm
Field Test / Rock Cores
Top: Light to medium grey, CLAY of
Bottom: DITTO
Rec : 800/1000mm
Rec : 450/450mm
Rec : 850/1000mm
ROTARY
WASH100 Vertical
Very soft, light to medium grey, silty
CLAY
17/11/2018-3.3624
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 0 0 1 0 1 0 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
21.000 --- xx
UD7 --- xx
--- xx
--- xx
22.000 --- xx
--- xx
--- xx
22.500 0 1 1 1 1 0 --- xx
P8/D8 N= 3 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay0.00 0
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
CRR = Core Recovery Ratio Mudstone52.50 -
Rec : 350/450mm
Prepared by:
Bottom: DITTO
Top: Light to medium grey, silty CLAY
Checked by:
Top: Light to medium grey, silty CLAY
Soft, light to medium grey, silty CLAY
61.50
13/11/18
51.0019:00
16/11/18 8:30 51.00
8:30
39.00
15/11/18
Decayed
Matter15/11/18
Rec : 850/1000mm
Bottom: DITTO
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
17/11/18 8:30 61.50
13/11/18 8:30 0.00
39.00
19:00
16/11/18 18:30
Rec : 400/450mm
Rec : 400/450mm
Rec : 850/1000mm
Very soft, light to medium grey, silty
CLAY
23.70
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.48
25.500 0 0 1 0 1 0 xx ---
P9/D9 N= 2 xx ---
25.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 26.97
27.000 0 1 0 1 1 1 --- ---
P10/D10 N= 3 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- --- 28.42
28.500 0 1 3 3 5 5 . . . ---
P11/D11 N= 16 . . . ---
28.950 . . . ---
Rec : 700/1000mm
Rec : 400/450mm
Rec : 400/450mm
Rec : 400/450mm
Top: Light to medium grey, CLAY of high
Bottom: DITTO
SILT
Soft, light to medium grey, CLAY
plasticity
Very soft, light to medium grey, clayey
Medium dense, light to medium grey,
very clayey SAND
13/11/2018 N
Sheet Borehole Ref. No.
3 of 6 BH-19
E -46948.212
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -31796.271
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
TC
R (
m)
Date Completed
RQ
D %
75
mm
75
mm
75
mm
75
mm
75
mm
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
75
mm
Thick-
ness
( m )
Depth
( m )
Sample
No.
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 17/11/2018
-3.3624
1.45
1.49
1.48
'N' Value
0 10 20 30 40 50
28.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 29.83
30.000 2 1 3 3 4 4 . . . xx
P12/D12 N= 14 . . . xx
30.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
15/11/2018 31.500 3 4 5 5 5 6 . . . xx
P13/D13 N= 21 . . . xx
31.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 33.00
33.000 2 1 4 5 5 7 . . . ---
P14/D14 N= 21 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.43
34.500 1 2 3 3 2 3 xx ---
P15/D15 N= 11 xx ---
34.950 xx ---
xx ---
xx ---
xx ---
xx ---
36.000 xx --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 0
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
CRR = Core Recovery Ratio Mudstone52.50 -
Rec : 400/450mm
Rec : 400/450mm
Rec : 400/450mm
Rec : 400/450mm
Rec : 400/450mm
Medium dense, light to medium grey, silty
Medium dense, light to medium grey
fine grain SAND
spotted brown, silty fine grain SAND
clayey SAND
Medium dense, light to medium grey, very
13/11/18 8:30 0.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Checked by:
8:30
Decayed
Matter15/11/18 19:00 51.00
15/11/18 8:30 39.00
13/11/18 19:00
8:30
18:30 61.50
39.00
Stiff, light to medium grey, clayey SILT
Prepared by:
16/11/18
Remarks :
17/11/18 61.50
51.00
16/11/18
Depth of
Water
(m)
1.57
1.43
3.17
1.41
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 2 4 4 5 --- . . .
P16/D16 N= 15 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.48
37.500 4 3 5 5 6 6 . . . xx
P17/D17 N= 22 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 38.86
39.000 3 4 4 5 6 6 --- . . .
P18/D18 N= 21 --- . . .
39.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 40.50
40.500 5 5 7 7 9 9 . . . ---
P19/D19 N= 32 . . . ---
40.950 . . . ---
Medium dense, light to medium grey, silty
sandy CLAY
Dense, light to medium grey, slightly
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Boring
Dia.
(mm)
Orientation Date Completed
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
-46948.212
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 13/11/2018 -31796.271
Client ConsultantType of
Boring
Sheet Borehole Ref. No.
4 of 6 BH-19
N
E
fine grain SAND
Stiff, light to medium grey, sandy CLAY
clayey SAND
Medium dense, light to medium grey,
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 17/11/2018
-3.3624
1.64
1.38
1.48
Rec : 350/450mm
Rec : 350/450mm
Rec : 400/450mm
Rec : 350/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.93
42.000 3 5 5 4 5 7 xx ---
P20/D20 N= 21 xx ---
42.450 xx ---
xx ---
xx ---
xx ---
xx ---
16/11/2018 43.500 4 4 4 6 7 7 xx ---
P21/D21 N= 28 xx ---
43.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
45.000 3 4 4 5 6 6 xx ---
P22/D22 N= 21 xx ---
45.950 xx ---
xx ---
xx ---
xx ---
xx ---
46.500 4 4 4 5 5 6 xx ---
P23/D23 N= 20 xx ---
46.950 xx ---
xx ---
xx ---
xx ---
xx ---
48.000 xx --- 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 0
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
CRR = Core Recovery Ratio Mudstone52.50 -
8:30 51.00
Prepared by:
Very stiff, medium to dark grey, sandy
16/11/18 18:30 61.50
8:30 61.50
Checked by:
17/11/18
15/11/18 8:30 39.00
Decayed
Matter15/11/18 19:00 51.00
16/11/18
13/11/18 8:30 0.00
13/11/18 19:00 39.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
-DITTO-
Very stiff, medium to dark grey, clayey
-DITTO-
SILT
CLAY
6.07
1.43
Rec : 350/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 350/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 7 9 9 8 . . . ---
P24/D24 N= 33 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
49.500 6 5 6 6 9 10 . . . ---
P25/D25 N= 31 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.87
51.000 5 4 6 7 7 8 . . . . . .
P26/D26 N= 28 . . . . . .
51.450 . . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
52.500 4 6 6 7 8 8 . . . . . .
P27/D27 N= 29 . . . . . .
52.950 . . . . . .
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Description
Dense, light to medium grey, slightly
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D %
PULAU INDAH 13/11/2018 N -31796.271
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Borehole Ref. No.
5 of 6 BH-19
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Medium dense, light to medium grey, very
stiff SAND
-DITTO-
-46948.212E
Reduced Level (mRL):
Standard Penetration Test Graph
-DITTO-
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Sheet
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 17/11/2018
-3.3624
3.11
2.87
W
G
clayey SAND
'N' Value
0 10 20 30 40 50
52.950 . . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . . 53.98
17/11/2018 54.000 4 3 4 5 5 7 --- . . .
P28/D28 N= 21 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
55.500 5 5 6 7 8 8 --- . . .
P29/D29 N= 29 --- . . .
55.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 56.72
57.000 3 5 4 6 6 6 xx ---
P30/D30 N= 22 xx ---
57.450 xx ---
xx ---
xx ---
xx ---
xx ---
58.500 4 3 5 5 7 8 xx ---
P31/D31 N= 25 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 0
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
CRR = Core Recovery Ratio Mudstone52.50 -
Very stiff, medium to dark grey, clayey
Rec : 300/450mm
Very stiff, greenish dark grey, clayey
13/11/18 19:00 39.00
15/11/18 8:30 39.00
13/11/18 8:30
SILT with trace of organic matter
Remarks :
SILT
-DITTO-
Decayed
Matter15/11/18 19:00 51.00
16/11/18
17/11/18 8:30
61.50
8:30 51.00
Checked by:
61.50
16/11/18 18:30
Prepared by:
0.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 350/450mm
Rec : 300/450mm
CLAY
Rec : 300/450mm
Rec : 350/450mm
Very stiff, medium to dark grey, sandy
3.28
2.74
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 6 7 7 8 8 --- . . .
P32/D32 N= 30 --- . . .
60.450 --- . . .
--- . . .
--- . . . 60.45
Borehole terminated at depth 60.45m
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
Casing
Record
Orientation
75
mm
75
mm
Thick-
ness
( m )
W
G
75
mm
75
mm
Consultant
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Client
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 13/11/2018
-46948.212EType of
Boring
Boring
Dia.
(mm)
Sheet Borehole Ref. No.
6 of 6
-31796.271
BH-19
N
ROTARY
WASH100 Vertical
CLAY
Rec : 300/450mm
Very stiff, medium to dark grey, sandy
75
mm
Field Test / Rock Cores
Legend
17/11/2018-3.3624
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 0
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone52.50 -
CRR = Core Recovery Ratio Mudstone52.50 -
Prepared by:
16/11/18 8:30
17/11/18
16/11/18
Decayed
Matter15/11/18 19:00 51.00
Checked by:
8:30 61.50
51.00
18:30
13/11/18 19:00 39.00
61.50
15/11/18 8:30 39.00
Remarks :
13/11/18 8:30 0.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
20/11/2018 0.000 --- xx
--- xx
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 0 0 1 0 0 0 xx ---
P1/D1 N= 1 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.96
3.000 --- --- Top: Medium to dark grey, CLAY of high
UD1 --- --- plasticity
--- ---
--- --- Bottom: DITTO
4.000 --- ---
--- --- 4.42
xx ---
4.500 0 0 1 0 1 0 xx --- Very soft, medium to dark grey, clayey
P2/D2 N= 2 xx --- SILT
4.950 xx ---
75
mm Description
Thick-
ness
( m )
Very soft, medium to dark grey, clayey
SILT
Te
st
75
mm
75
mm
Casing
Record
Rec: 910/1000mm
Rec: 350/450mm
0.30
Depth
( m )
0.30
CR
R %
RQ
D %
75
mm
75
mm
Depth
( m )Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Rec: 350/450mm
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
-31577.876
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47326.082E
1
Date Started Job No.
PULAU INDAH 20/11/2018 N
Very soft, light grey, silty CLAY
SG/1281/2018
TOPSOIL
Date Completed
W
G
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-206
-2.448023/11/2018Vertical
ROTARY
WASH100HSS INTEGRATED SDN. BHD.
Reduced Level (mRL):WESTPORTS (M) DDN. BHD.
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
2.66
1.46
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- Top: Medium to dark grey, clayey SILT
6.000 xx ---
UD2 xx --- Bottom: Medium to dark grey, clayey SILT
xx ---
xx ---
7.000 xx ---
xx ---
xx ---
7.500 xx --- Very soft, medium to dark grey, clayey
P3/D3 N= 0 xx --- SILT
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- Top: Medium to dark grey, clayey SILT
9.000 xx ---
UD3 xx --- Bottom: DITTO
xx ---
xx ---
10.000 xx ---
xx ---
xx --- 10.47
10.500 --- xx Very soft, medium to dark grey, silty
P4/D4 N= 0 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
8:30
Depth of
Water
(m)
Remarks :
20/11/18
Depth of
Hole (m)
8:30 -
23.50
Time
Rec: 850/1000mm
Legend Depth of
Casing
(m)
-HAMMER WEIGHT-
-HAMMER WEIGHT-
Rec: 350/450mm
23.50
23/11/18
38.50
38.50
68.5019:3023/11/18
22/11/18
19:00
Date
8:30
Decayed
Matter22/11/18
20/11/18 19:00
Rec: 830/1000mm
1.53
6.05
Rec: 400/450mm
Rec: 400/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- --- 12.39
--- xx
--- xx
13.000 --- xx
--- xx
--- xx 13.48
13.500 --- ---
P5/D5 N= 0 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
22/11/2018 16.500 --- ---
P6/D6 N= 0 --- ---
16.950 --- ---
Bottom: DITTO
Very soft, medium to dark grey, CLAY
Depth
( m ) Te
st
TC
R (
m)
Top: Medium to dark grey, CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Standard Penetration Test Graph
Field Test / Rock Cores
Orientation
SOIL / STRATUM DETAILS
PULAU INDAH
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-20
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Consultant
23/11/2018HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Reduced Level (mRL):
6
E
-31577.876
-47326.082
N
W
G
20/11/2018
Legend
75
mm
Depth
( m )
75
mm
Rec : 830/1000mm
Thick-
ness
( m )
Top: Medium to dark grey, CLAY
-HAMMER WEIGHT-
Rec : 350/450mm
Very soft, medium to dark grey, CLAY
Bottom: Medium to dark grey, clayey
SILT
-HAMMER WEIGHT-
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.09
0.39
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Rec : 300/450mm
Rec : 870/1000mm
-2.4480
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- ---
19.500 --- ---
P7/D7 N= 0 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 0 1 0 0 1 1 --- ---
P8/D8 N= 2 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand15.00 -
= Cored Sample
oooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
20/11/18
Very soft, light to medium grey, CLAY
Top: Medium to dark grey, CLAY
Very soft, medium to dark grey, CLAY
Bottom: DITTO
Prepared by: Checked by:
Top: Medium to dark grey, CLAY of high
placticity
Bottom: DITTO
8:30 38.50
8:3022/11/18
19:30
Decayed
Matter22/11/18
20/11/18
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
8:30 -
23.50
19:00
23/11/18
23.50
68.50
38.5019:00
23/11/18
Rec : 350/450mm
Rec : 350/450mm
Rec : 880/1000mm
Rec : 350/450mm
-HAMMER WEIGHT-
Rec : 850/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 0 1 0 1 0 1 --- ---
P9/D9 N= 2 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- ---
--- ---
--- ---
27.450 --- ---
--- ---
--- ---
28.500 --- ---
P10/D10 N= 0 --- ---
28.950 --- ---
Rec : 880/1000mm
Rec : 350/450mm
Rec : 350/450mm
Very soft, medium to dark grey, CLAY
Sheet Borehole Ref. No.
3 of 6 BH-20
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 20/11/2018 N
Job No.
SG/1281/2018 -31577.876
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47326.082
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Rec : 880/1000mm
-HAMMER WEIGHT-
Top: Light to medium grey, CLAY
Bottom: DITTO
Top: Light to medium grey, CLAY
100 Vertical 23/11/2018
W
G
Very soft, light to medium grey, CLAY
Bottom: DITTO
-2.4480
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
17.98
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.46
23/11/2018 31.500 1 2 2 2 3 3 xx ---
P11/D11 N= 10 xx ---
31.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
33.000 1 2 2 2 2 3 xx ---
P12/D12 N= 9 xx ---
33.450 xx ---
xx ---
xx ---
xx ---
xx ---
34.500 1 1 2 2 3 2 xx ---
P13/D13 N= 9 xx ---
34.950 xx ---
xx ---
xx ---
xx ---
xx ---
36.000 xx ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 350/450mm
Stiff, light to medium grey, clyey SILT
Stiff, light to medium grey, clayey SILT
8:30 23.50
20/11/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
23.50
20/11/18
Checked by:
Decayed
Matter22/11/18 19:00 38.50
Rec : 300/450mm
8:30 38.50
23/11/18
8:30 -
22/11/18
-DITTO-
Depth of
Water
(m)
Prepared by:
23/11/18
19:00
19:30 68.50
Rec : 850/1000mm
Rec : 300/450mm
Remarks :
Top: Light to medium grey, CLAY of high
plasticity
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 2 2 3 3 3 xx ---
P14/D14 N= 11 xx ---
36.450 xx ---
xx ---
xx ---
xx ---
xx --- 37.42
37.450 2 2 2 3 2 2 --- xx
P15/D15 N= 9 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.67
39.000 3 2 4 5 5 4 . . . xx
P16/D16 N= 18 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
40.500 2 3 3 5 5 5 . . . xx
P17/D17 N= 18 . . . xx
40.950 . . . xx
Te
st
75
mm
75
mm
75
mm
75
mm
75
mm
Depth
( m )
W
G
-DITTO-
-DITTO-
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )Legend
Field Test / Rock Cores
23/11/2018-2.4480
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
BH-20
-47326.082
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 20/11/2018 -31577.876
Client Consultant
Sheet Borehole Ref. No.
4 of 6
N
E
Stiff, light to medium grey, silty CLAY
Medium dense, light to medium grey, very
silty SAND
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 350/450mm
Thick-
ness
( m )
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
5.96
1.25
Job No.
SG/1281/2018
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 2 4 4 7 6 8 . . . xx
P18/D18 N= 25 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
43.500 5 6 6 7 9 9 . . . xx
P19/D19 N= 31 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
45.000 4 4 6 7 7 8 . . . xx
P20/D20 N= 28 . . . xx
45.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
46.500 5 5 6 6 7 7 . . . xx
P21/D21 N= 26 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
23/11/18 8:30
Checked by:
Depth of
Water
(m)
Remarks :
23/11/18
38.50
19:30 68.50
20/11/18 19:00 23.50
20/11/18
Decayed
Matter22/11/18 19:00 38.50
22/11/18 8:30 23.50
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:30 -
Dense, medium to dark grey, silty fine
grain SAND
Medium dense, medium to dark grey, silty
fine grain SAND
Medium dense, light to medium grey, silty
-DITTO-
SAND
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
9.33
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 6 7 8 9 9 . . . . . .
P22/D22 N= 33 . . . . . .
48.450 . . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . . 49.47
49.500 2 3 3 4 4 4 --- ---
P23/D23 N= 15 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 51.00
51.000 3 3 5 5 4 6 xx ---
P24/D24 N= 20 xx ---
51.450 xx ---
xx ---
xx ---
xx ---
xx --- 52.40
52.500 2 2 3 2 3 3 . . . ---
P25/D25 N= 11 . . . ---
52.950 . . . ---
SAND
Casing
RecordLegend
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Dense, light to medium grey, very stiff
Stiff, light to medium grey, very clayey
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
75
mm
RQ
D %
75
mm
75
mm
75
mm
75
mm
75
mm
Job No.
Type of
Boring
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 20/11/2018 NSG/1281/2018
Client
Sheet Borehole Ref. No.
5 of 6 BH-20
-31577.876
Date Completed -47326.082E
Reduced Level (mRL):
Standard Penetration Test Graph
Stiff, light to medium grey, CLAY
SILT
Consultant
Boring
Dia.
(mm)
Orientation
Very stiff, light to medium grey, clayey
SAND
1.53
1.47
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Te
st Sample
No.
TC
R (
m)
CR
R %
23/11/2018-2.4480
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
1.40
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
54.000 3 4 4 5 4 4 . . . ---
P26/D26 N= 17 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 55.43
55.500 3 4 3 4 4 4 xx ---
P27/D27 N= 15 xx ---
55.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx ---
57.000 3 4 4 4 5 5 xx ---
P28/D28 N= 18 xx ---
57.450 xx ---
xx ---
xx ---
xx ---
xx ---
58.500 4 5 5 4 6 6 xx ---
P29/D29 N= 21 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Very stiff, medium to dark grey, clayey
-DITTO-
68.50
20/11/18 19:00 23.50
22/11/18 8:30 23.50
Remarks :
SILT
Stiff, medium to dark grey, clayey SILT
Decayed
Matter22/11/18 19:00 38.50
23/11/18 8:30 38.50
Checked by:
23/11/18 19:30
Prepared by:
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3020/11/18
Rec : 350/450mm
Rec : 300/450mm
-
Rec : 300/450mm
Depth of
Water
(m)
clayey SAND
Rec : 350/450mm
Rec : 300/450mm
Very stiff, medium to dark grey, very
4.57
3.03
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 4 4 5 6 6 5 . . . ---
P30/D30 N= 22 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
Borehole terminated at depth 60.45m
0.45
Depth
( m )
Thick-
ness
( m )
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
75
mm
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 20/11/2018
-47326.082
Sheet Borehole Ref. No.
6 of 6
-31577.876
BH-20
N
Job No.
SG/1281/2018
Rec : 300/450mm
clayey SAND
Very stiff, medium to dark grey, very
-2.4480
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 23/11/2018
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand15.00 -
= Cored Sampleoooo
oooo Gravel15.00 -
= Vane Shear Test30.00 -
RQD = Rock Quality Disignation++++
++ Granite30.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
23/11/18 8:30
20/11/18
Decayed
Matter22/11/18 19:00 38.50
Checked by:
38.50
19:30
20/11/18 19:00 23.50
68.50
22/11/18 8:30 23.50
23/11/18
Remarks :
8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
26/11/2018 0.000 --- xx
--- xx
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
1.500 0 0 1 0 0 1 . . . ---
P1/D1 N= 2 . . . ---
1.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 2.89
3.000 --- --- Top: Light to medium grey, CLAY of high
UD1 --- --- plasticity
--- ---
--- --- Bottom: DITTO
4.000 --- ---
--- ---
--- --- 4.47
4.500 xx --- Very soft, medium to dark grey, clayey
P2/D2 N= 0 xx --- SILT
4.950 xx ---
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
Depth
( m )
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Te
st
Borehole Ref. No.
EDate Completed
Rec: 400/450mm
Rec: 900/1000mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Sheet
28/11/2018Vertical100ROTARY
WASH
Very soft, light grey, silty CLAY0.30
2.59
Legend
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-2161
Date Started
PULAU INDAH 26/11/2018 N -31350.670
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47698.373
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
W
GR
QD
%
75
mm
Depth
( m )
75
mm
75
mm
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Standard Penetration Test Graph
-2.1432
75
mm
75
mm
CR
R %
0.30
1.58
TOPSOIL
-HAMMER WEIGHT-
Very loose, medium to dark grey, clayey
fine SAND with some of shells
Rec: 400/450mm
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.93
6.000 --- --- Top: Medium to dark grey, CLAY
UD2 --- --- 6.38
--- xx Bottom: Medium to dark grey, silty CLAY
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, medium to dark grey, silty
P3/D3 N= 0 --- xx CLAY with some of shells
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx Top: Medium to dark grey, silty CLAY
9.000 --- xx
UD3 --- xx Bottom: DITTO
--- xx
--- xx
10.000 --- xx
--- xx
--- xx 10.46
10.500 --- --- Very soft, medium to dark grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 400/450mm
Rec: 400/450mm
Rec: 850/1000mm
Rec: 400/450mm
Rec: 900/1000mm
28/11/18
53.00
53.00
Date Time
Legend Depth of
Casing
(m)
8:00
68.0019:00
8:30
8:30 -
28/11/18
Depth of
Water
(m)
Remarks :
1.46
0.45
4.08
Decayed
Matter27/11/18 19:00
Depth of
Hole (m)
38.00
27/11/18
26/11/18 19:00
38.00
26/11/18
-HAMMER WEIGHT-
-HAMMER WEIGHT-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- ---
13.500 --- ---
P5/D5 N= 0 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 --- ---
P6/D6 N= 0 --- ---
16.950 --- ---
SAMPLE / INSITU TEST
8.96
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
75
mm
28/11/2018
Bottom: DITTO
Legend
75
mm
Depth
( m )
Rec : 900/1000mm
75
mm
Thick-
ness
( m )
Top: Medium to dark grey, CLAY
Reduced Level (mRL):
6
E
-31350.670
-47698.373
N
W
G
26/11/2018
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Consultant
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No. Coordinates
of2 BH-21
Standard Penetration Test Graph
SG/1281/2018
-2.1432
Field Test / Rock Cores
Orientation
SOIL / STRATUM DETAILS
PULAU INDAH
Sample
No.
CR
R %
RQ
D %Depth
( m ) Te
st
TC
R (
m)
Top: Medium to dark grey, CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Very soft, medium to dark grey, CLAY
with trace of organic matter
-HAMMER WEIGHT-
Rec : 450/450mm
Rec : 900/1000mm
-HAMMER WEIGHT-
Rec : 400/450mm
Very soft, medium to dark grey, CLAY
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.42
19.500 0 0 1 0 1 0 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
21.000 --- xx
UD7 --- xx
--- xx
--- xx
22.000 --- xx
--- xx
--- xx
22.500 --- xx
P8/D8 N= 0 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4.58
Rec : 900/1000mm
Rec : 400/450mm
Rec : 900/1000mm
19:00
28/11/18
Very soft, medium to dark grey, silty
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
26/11/18
8:30 -
19:00
8:3027/11/18
26/11/18
38.00
19:00
Decayed
Matter27/11/18
38.00
28/11/18 68.00
53.00
8:00 53.00
Prepared by:
plasticity
Bottom: DITTO
Top: Medium to dark grey, CLAY of high
Rec : 400/450mm
Bottom: DITTO
CLAY with trace of organic matter
Very soft, medium to dark grey, silty
CLAY with traces of organic matter
Rec : 400/450mm
-HAMMER WEIGHT-
Checked by:
Top: Medium to dark grey, silty CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 0 1 0 1 0 0 --- ---
P9/D9 N= 1 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- ---
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
28.500 0 1 0 1 0 1 --- ---
P10/D10 N= 2 --- ---
28.950 --- ---
-2.1432
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Very soft, medium to dark grey, CLAY
Very soft, medium to dark grey, CLAY
Vertical 28/11/2018
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
75
mm
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
RQ
D %
75
mm
75
mm
75
mm
75
mm
75
mm
BH-21
E -47698.373
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -31350.670
Client Consultant
26/11/2018 N
Sheet Borehole Ref. No.
3 of 6
Rec : 900/1000mm
Rec : 400/450mm
Rec : 900/1000mm
Rec : 450/450mm
Bottom: DITTO
Top: Medium to dark grey, CLAY
Top: Medium to dark grey, CLAY
Bottom: DITTO
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
UD10 --- ---
--- ---
--- ---
30.450 --- ---
--- ---
--- ---
27/11/2018 31.500 0 0 1 0 1 1 --- ---
N= 3 --- ---
31.950 P11/D11 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 --- ---
UD11 --- ---
--- ---
--- ---
34.000 --- ---
--- ---
--- ---
34.500 0 1 0 1 1 1 --- ---
P12/D12 N= 3 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Soft, light to medium grey, CLAY
Rec : 400/450mm
19:00
26/11/18 19:00
Rec : 900/1000mm
Rec : 400/450mm
Bottom: DITTO
Bottom: DITTO
38.00
Soft, light to medium grey, CLAY
Checked by: Prepared by:
Remarks :
8:00 53.00
28/11/18 68.00
28/11/18
Decayed
Matter27/11/18 19:00 53.00
8:30 -26/11/18
27/11/18 8:30 38.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 450/450mm
Rec : 880/1000mm
Top: Medium to dark grey, CLAY
Top: Light to medium grey, CLAY of high
plasticity
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 0 2 1 2 2 --- ---
P13/D13 N= 7 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.41
37.500 2 1 2 3 3 2 xx ---
P14/D14 N= 10 xx ---
37.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 38.86
39.000 2 2 3 3 5 4 . . . xx
P15/D15 N= 15 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
40.500 3 2 3 4 4 5 . . . xx
P16/D16 N= 16 . . . xx
40.950 . . . xx
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
N
E
-DITTO-
Sheet Borehole Ref. No.
4 of 6
Medium dense, light to medium grey, silty
fine grain SAND
BH-21
-47698.373
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 26/11/2018 -31350.670
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
28/11/2018-2.1432
Depth
( m )
13.41
1.45
3.05
Reduced Level (mRL):
Description
75
mm
75
mm
75
mm Legend
Thick-
ness
( m )
W
GTe
st
75
mm
75
mm
Stiff, light to medium grey, clayey SILT
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Medium stiff, light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 41.91
42.000 3 2 2 3 4 4 . . . ---
P17/D17 N= 13 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
43.500 5 4 6 6 7 7 . . . ---
P18/D18 N= 26 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 44.95
45.000 5 5 7 8 8 8 . . . xx
P19/D19 N= 31 . . . xx
45.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.44
28/11/2018 46.500 5 7 7 9 9 9 . . . ---
P20/D20 N= 35 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . --- 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
grain SAND
3.04
1.49
Dense, light to medium grey, very clayey
SAND with trace of organic matter
Medium dense, medium to dark grey,
very clayey SAND with trace of organic
matter
Stiff, medium to dark grey, very clayey
SAND
Dense, light to medium grey, silty fine
Depth of
Water
(m)
Remarks :
1.56
38.00
38.00
26/11/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Decayed
Matter27/11/18 19:00 53.00
Prepared by:
28/11/18
19:00 68.0028/11/18
27/11/18 8:30
Checked by:
Rec : 300/450mm
8:30 -
26/11/18 19:00
8:00 53.00
Rec : 300/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 7 7 7 7 8 8 . . . xx
P21/D21 N= 29 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.43
49.500 7 8 7 7 6 8 . . . ---
P22/D22 N= 28 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.97
51.000 5 6 6 7 7 9 . . . xx
P23/D23 N= 29 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
52.500 4 5 7 7 9 11 . . . xx
P24/D24 N= 34 . . . xx
52.950 . . . xx
1.43
1.54
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
fine grain SAND
Medium dense, light to medium grey, silty
fine grain SAND with some of organic
matter
RQ
D % W
G
Field Test / Rock Cores
Date Completed
Medium dense, light to medium grey, very
SAMPLE / INSITU TEST
Depth
( m )
Rec : 250/450mm
-47698.373E
Reduced Level (mRL):
Standard Penetration Test Graph
28/11/2018-2.1432
SOIL / STRATUM DETAILS
ROTARY
WASH100 Vertical
Sheet Borehole Ref. No.
5 of 6 BH-21
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 26/11/2018 N -31350.670
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation T
est Sample
No.
TC
R (
m)
CR
R %
75
mm
Depth
( m )
Thick-
ness
( m )
Description
clayey SAND
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
Record
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Legend
Medium dense, light to medium grey, silty
grain SAND
Dense, light to medium grey, silty fine
'N' Value
0 10 20 30 40 50
52.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
54.000 5 7 7 9 9 10 . . . xx
P25/D25 N= 35 . . . xx
54.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
55.500 5 6 6 9 9 11 . . . xx
P26/D26 N= 35 . . . xx
55.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
57.000 7 7 6 8 10 11 . . . xx
P27/D27 N= 35 . . . xx
57.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
58.500 6 6 7 7 8 9 . . . xx
P28/D28 N= 31 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
9.03
Rec : 250/450mm
-DITTO-
Depth of
Water
(m)
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3026/11/18
Checked by:
28/11/18
Rec : 250/450mm
Rec : 300/450mm
-
8:00 53.00
Decayed
Matter27/11/18 19:00 53.00
28/11/18
Prepared by:
Remarks :
68.00
26/11/18 19:00 38.00
27/11/18 8:30 38.00
19:00
-DITTO-
Dense, light to medium grey, silty fine
grain SAND
-DITTO-
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 6 6 7 9 10 . . . ---
P29/D29 N= 32 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
-2.1432
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. Vertical
Rec : 300/450mm
Dense, light to medium grey, very clayey
28/11/2018
Sheet Borehole Ref. No.
6 of 6
-31350.670
BH-21
N
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 26/11/2018
-47698.373
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
ROTARY
WASH100
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
Thick-
ness
( m )
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
SAND
Borehole terminated at depth 60.45m
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
28/11/18
26/11/18 19:00 38.00
68.00
27/11/18 8:30 38.00
8:00
28/11/18
Decayed
Matter27/11/18 19:00 53.00
Checked by:
53.00
19:00
Prepared by:
26/11/18
Remarks :
8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
30/11/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 0 1 0 0 1 --- xx
P1/D1 N= 2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.97
3.000 --- --- Top: Light to medium grey, CLAY of high
UD1 --- --- plasticity
--- ---
--- --- Bottom: DITTO
4.000 --- ---
--- ---
--- ---
4.500 --- --- Very soft, light to medium grey, CLAY
P2/D2 N= 0 --- ---
4.950 --- ---
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. Vertical100ROTARY
WASHHSS INTEGRATED SDN. BHD.
Rec: 300/450mm
Rec: 300/450mm
3.38
2.67 CLAY
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
TOPSOIL
Depth
( m )
E
75
mm
-47961.865
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
-4.2788
Rec: 800/1000mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm Legend
Boring
Dia.
(mm)
Orientation
75
mm
75
mm
75
mm
Te
st
PULAU INDAH 30/11/2018 N -31175.411
-HAMMER WEIGHT-
Very soft, light to medium grey, silty
Client ConsultantType of
Boring
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-226
Date Started
1
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
Very soft, light grey, silty CLAY0.30
Date Completed
W
G
0.30
2/12/2018
Depth
( m )'N' Value
0 10 20 30 40 50
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- --- 6.35
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
7.000 --- xx
--- xx
--- xx 7.43
7.500 0 0 1 0 0 0 --- --- Very soft, light to medium grey, CLAY
P3/D3 N= 1 --- --- with trace of organic matter
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 8.97
9.000 --- . . . Top: Light to medium grey, sandy CLAY
UD3 --- . . .
--- . . . Bottom: DITTO
--- . . .
10.000 --- . . .
--- . . .
--- . . . 10.48
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand25.00 -
= Cored Sampleoooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 400/450mm
-HAMMER WEIGHT-
Rec: 350/450mm
Rec: 300/450mm
Rec: 900/1000mm
-8.97
1.54
Decayed
Matter1/12/18 19:00
Depth of
Hole (m)
35.00
Date Time
1.08
1/12/18
8:30
8:30
-
Depth of
Water
(m)
35.00
2/12/18 19:00 70.00
30/11/18
2/12/18
58.00
Legend Depth of
Casing
(m)
30/11/18 19:00
Rec: 900/1000mm
8:30
Remarks :
58.00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- --- 12.43
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.76
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.40
16.500 --- xx
P6/D6 N= 0 --- xx
16.950 --- xx
1.64
14.76
1.95Top: Light to medium grey, CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-HAMMER WEIGHT-
Bottom: Light to medium grey, silty CLAY
Very soft, light to medium grey, silty
CLAY
Top: Light to medium grey, CLAY
75
mm
W
GTe
st
75
mm
75
mm
75
mm
Field Test / Rock Cores
Standard Penetration Test Graph
Legend
75
mm
Depth
( m )
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )Description
Casing
Record
Thick-
ness
( m )
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
PULAU INDAH
Client Consultant
Sample
No.
2 BH-226
Reduced Level (mRL):
E
-31175.411
-47961.865
Sheet Borehole Ref. No.
2/12/2018-4.2788
Boring
Dia.
(mm)
Orientation
30/11/2018
Date Completed
Coordinates
of
N
Bottom: DITTO
Type of
Boring
Very soft, light to medium grey, silty
-HAMMER WEIGHT-
Rec : 400/450mm
Rec : 900/1000mm
Rec : 400/450mm
Rec : 850/1000mm
CLAY with trace of organic matter
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 --- xx
P7/D7 N= 0 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.98
21.000 --- . . .
UD7 --- . . . 21.83
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.49
22.500 0 0 1 0 0 1 --- xx
P8/D8 N= 2 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand25.00 -
= Cored Sample
oooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
0.85
4.58
Top: Light to medium grey, silty CLAY
Prepared by: Checked by:
0.66
2/12/18 19:00 70.00
30/11/18
58.0019:00
2/12/18 8:30 58.00
8:30
19:00 35.00
1/12/18
Decayed
Matter1/12/18
Rec : 900/1000mm
Rec : 350/450mm
Bottom: Light to medium grey, CLAY
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
30/11/18 8:30 -
35.00
Rec : 350/450mm
-HAMMER WEIGHT-
Rec : 400/450mm
Rec : 850/1000mm
Very soft, light to medium grey, silty
Bottom: DITTO
dark grey, silty CLAY with some of
organic matter
Top: Light to medium grey, sandy CLAY
CLAY with some of organic matter
Very soft, light to medium grey spotted
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
25.000 --- xx
--- xx
--- xx
1/12/2018 25.500 0 1 0 0 1 1 --- xx
N= 2 --- xx
25.950 P9/D9 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 --- xx
UD9 --- xx
--- xx
--- xx
28.000 --- xx
--- xx
--- xx
28.500 0 1 0 1 0 1 --- xx
P10/D10 N= 2 --- xx
28.950 --- xx
-4.2788
7.27
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Top: Light to medium grey, CLAY of high
Rec : 900/1000mm
Rec : 350/450mm
Top: Light to medium grey, silty CLAY
plasticity
Bottom: DITTO
Very soft, light to medium grey, silty
Rec : 900/1000mm
Rec : 350/450mm
Very soft, light to medium grey, silty
Sheet Borehole Ref. No.
3 of 6
Bottom: DITTO
Coordinates
CLAY
Client ConsultantType of
Boring
SAMPLE / INSITU TEST
Depth
( m ) Te
st
Orientation
BH-22
E -47961.865Date Completed
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Boring
Dia.
(mm)
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
PULAU INDAH 30/11/2018 -31175.411
Thick-
ness
( m )
W
G
Reduced Level (mRL):
N
2/12/2018
Sample
No.
TC
R (
m)
75
mm
Depth
( m )R
QD
%
75
mm
75
mm
75
mm
75
mm
75
mm
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
CLAY
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.76
30.000 --- ---
UD10 --- --- 30.35
. . . xx
. . . xx
31.000 . . . xx
. . . xx
. . . xx
31.500 0 1 1 1 1 1 . . . xx 31.48
P11/D11 N= 4 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
33.000 --- xx
UD11 --- xx
--- xx
--- xx
--- xx
34.000 --- xx
--- xx
34.500 1 1 1 1 1 2 --- xx
P12/D12 N= 5 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand25.00 -
= Cored Sampleoooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4.52
1.13
0.59
CLAY
Medium stiff, light to medium grey, silty
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Rec : 900/1000mm
Rec : 350/450mm
Depth of
Water
(m)
35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Checked by:
Decayed
Matter1/12/18 19:00 58.00
30/11/18 8:30 -
30/11/18 19:00
8:30 58.00
2/12/18 19:00 70.00
Rec : 300/450mm
Remarks :
8:30 35.001/12/18
Top: Light to medium grey, CLAY
Bottom: Light to medium grey, sandy
CLAY
Soft, light to medium grey, silty CLAY
Rec : 300/450mm
Rec : 900/1000mm
Prepared by:
2/12/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 1 2 2 2 1 . . . ---
P13/D13 N= 7 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 4 3 5 5 4 6 . . . ---
P14/D14 N= 20 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 3 4 4 6 6 5 . . . ---
P15/D15 N= 21 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.46
40.500 4 5 6 6 7 9 . . . xx
P16/D16 N= 28 . . . xx
40.950 . . . xx
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Medium dense, light to medium grey, silty
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
-31175.411
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed -47961.865
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH
4.46
Sheet Borehole Ref. No.
4 of 6 BH-22
30/11/2018 N
E
clayey SAND
-DITTO-
2/12/2018-4.2788
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
Medium dense, light to medium grey, very
matter
Medium stiff, light to medium grey, very
clayey SAND
fine grain SAND with trace of organic
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 41.93
42.000 3 4 4 7 7 6 . . . ---
P17/D17 N= 24 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.47
43.500 3 2 2 3 4 4 --- . . .
P18/D18 N= 13 --- . . .
43.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 45.00
45.000 4 4 4 3 4 5 --- xx
P19/D19 N= 16 --- xx
45.950 --- xx
--- xx
--- xx
--- xx
--- xx
46.500 2 4 5 5 6 7 --- xx
P20/D20 N= 23 --- xx
46.950 --- xx
--- xx
--- xx
--- xx
--- xx
48.000 --- xx 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand25.00 -
= Cored Sampleoooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.54
1.53
3.00
1.47
dark grey, silty CLAY
Very stiff, light to medium grey spotted
clayey SAND
Prepared by:
2/12/18 8:30 58.00
19:00 70.00
Checked by:
2/12/18
1/12/18 8:30 35.00
Decayed
Matter1/12/18 19:00 58.00
30/11/18 8:30 -
30/11/18 19:00 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
grey, sandy CLAY
Very stiff, light to medium grey, silty
Rec : 350/450mm
Rec : 400/450mm
Rec : 300/450mm
Stiff, light to medium grey spotted dark
CLAY
Rec : 300/450mm
Rec : 300/450mm
matter
Medium dense, light to medium grey, very
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 7 7 9 9 . . . xx
P21/D21 N= 32 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.39
2/12/2018 49.500 5 6 6 7 7 9 . . . ---
P22/D22 N= 24 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.96
51.000 6 6 7 6 9 10 . . . xx
P23/D23 N= 32 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.43
52.500 5 5 4 6 6 8 --- xx
P24/D24 N= 24 --- xx
52.950 --- xx
ROTARY
WASH100 Vertical
grain SAND
-4.2788
1.47
1.57
1.39
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Description
clayey SAND
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
RQ
D %
HSS INTEGRATED SDN. BHD.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 30/11/2018 N -31175.411
-47961.865
Sheet Borehole Ref. No.
5 of 6 BH-22
Orientation E
Reduced Level (mRL):
Standard Penetration Test Graph
grain SAND
Dense, light to medium grey, silty fine
Date Completed
2/12/2018
Dense, light to medium grey, silty fine
Rec : 230/450mm CLAY
Very stiff, light to medium grey, silty
Medium dense, light to medium grey,
'N' Value
0 10 20 30 40 50
52.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
54.000 5 6 6 7 7 9 --- xx
P25/D25 N= 29 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx 55.47
55.500 4 5 7 7 8 8 . . . ---
P26/D26 N= 30 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 56.99
57.000 4 4 5 7 7 9 --- ---
P27/D27 N= 28 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 4 5 6 8 10 --- ---
P28/D28 N= 29 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand25.00 -
= Cored Sampleoooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
clayey SAND
1.52
3.04
Very stiff, light to medium grey, very
-DITTO-
Rec : 230/450mm
Rec : 300/450mm
70.00
30/11/18 19:00 35.00
1/12/18
Remarks :
Very stiff, light to medium grey, CLAY
Decayed
Matter1/12/18 19:00 58.00
2/12/18 8:30 58.00
Checked by:
2/12/18 19:00
Prepared by:
8:30 35.00
30/11/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 250/450mm
Rec : 300/450mm
CLAY
Rec : 230/450mm CLAY
Very stiff, light to medium grey, silty
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 5 6 6 7 9 --- ---
P29/D29 N= 28 --- ---
60.450 --- ---
--- ---
--- --- 60.45
2/12/2018-4.2788
3.46
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 300/450mm
Description
75
mm
Depth
( m )
Borehole terminated at depth 60.45m
Casing
RecordLegend
-DITTO-
RQ
D %
75
mm
75
mm
Thick-
ness
( m )
W
G
75
mm
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
Field Test / Rock Cores
Date Completed
PULAU INDAH 30/11/2018
ConsultantClient Type of
Boring
75
mm
BH-22
N
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Boring
Dia.
(mm)
Orientation -47961.865
-31175.411
E
Sheet Borehole Ref. No.
6 of 6
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand25.00 -
= Cored Sampleoooo
oooo Gravel25.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by: Prepared by:
2/12/18 8:30
19:00
30/11/18 19:00
2/12/18
Decayed
Matter1/12/18 19:00 58.00
58.00
35.00
70.00
1/12/18 8:30 35.00
Remarks :
30/11/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
8/12/2018 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
3.000 --- --- Top: Light to medium grey, CLAY
UD1 --- --- 3.45
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
4.000 --- xx
--- xx
--- xx 4.48
4.500 --- --- Very soft, light to medium grey, CLAY
P2/D2 N= 0 --- ---
4.950 --- ---
ROTARY
WASH100 Vertical
-4.5741
3.15
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
TOPSOIL
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
1.03
75
mm
75
mm
75
mm
Sample
No.
Very soft, light grey, silty CLAY0.30
Date Completed
Very soft, light to medium grey, CLAY
Depth
( m )
10/12/2018
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-236
Date Started
1
PULAU INDAH 8/12/2018 N -31503.290
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
Depth
( m )
75
mm
Te
st
-48148.271
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
0.30
W
GLegend
TC
R (
m)
CR
R %
RQ
D %
-HAMMER WEIGHT-
Rec: 250/450mm
Rec: 300/450mm
-HAMMER WEIGHT-
Rec: 900/1000mm
'N' Value
0 10 20 30 40 50
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 5.97
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx 7.43
7.500 --- --- Very soft, light to medium grey, CLAY
P3/D3 N= 0 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 8.86
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx 10.42
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
1.43
1.56
1.58
1.49
Legend Remarks :
8/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Date Time
8/12/18 19:00
40.50
40.50
9/12/18
10/12/18 19:00
8:30
Depth of
Hole (m)
10/12/18 8:30 55.50
70.50
Decayed
Matter9/12/18 19:00 55.50
1.46
Rec: 300/450mm
Rec: 300/450mm
-HAMMER WEIGHT-
Rec: 870/1000mm
Rec: 270/450mm
-HAMMER WEIGHT-
Rec: 900/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- . . .
UD4 --- . . . 12.38
--- ---
--- ---
13.000 --- ---
--- ---
--- ---
13.500 0 1 0 1 0 1 --- ---
P5/D5 N= 2 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 14.82
15.000 --- . . .
UD5 --- . . .
--- . . .
--- . . .
16.000 --- . . .
--- . . .
--- . . . 16.45
16.500 1 1 1 0 1 1 --- ---
P6/D6 N= 3 --- ---
16.950 --- ---
Vertical-4.5741
0.38
2.44
1.63
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Top: Light to medium grey, sandy CLAY
Rec : 900/1000mm
Rec : 300/450mm
Rec : 880/1000mm
Rec : 290/450mm
Bottom: Light to medium grey, CLAY
Boring
Dia.
(mm)
Orientation
Top: Light to medium grey, sandy CLAY
Description
Reduced Level (mRL):10/12/2018
Standard Penetration Test Graph
Field Test / Rock Cores
E
-31503.290
-48148.271
PULAU INDAH 8/12/2018
Client Date Completed
N
ConsultantType of
Boring
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-236
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
75
mm
75
mm
75
mm
Casing
Record
Thick-
ness
( m )
Bottom: DITTO
Depth
( m )Legend
75
mm
Depth
( m )
75
mm
W
GTe
st
Soft, light to medium grey, CLAY
Very soft, light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
18.000 --- ---
UD6 --- --- 17.98
--- xx
--- xx
19.000 --- xx
--- xx
--- xx 19.43
19.500 1 1 1 1 1 2 --- ---
P7/D7 N= 5 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 21.00
21.000 --- xx
UD7 --- xx 21.42
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 1 1 1 1 1 1 --- ---
P8/D8 N= 4 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
0.42
1.57
1.45
1.53
Medium stiff, light to medium grey, CLAY
Rec : 300/450mm
with trace of organic matter
Rec : 300/450mm
Depth of
Hole (m)
Rec : 920/1000mm
8/12/18
Rec : 290/450mm
Rec : 910/1000mm
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
8/12/18 8:30 -
40.508:30
19:00 40.50
9/12/18
Decayed
Matter9/12/18
10/12/18 19:00
19:00
10/12/18
70.50
Checked by:
Top: Light to medium grey, CLAY
Bottom: Light to medium grey, silty CLAY
8:30 55.50
55.50
Prepared by:
Soft, light to medium grey, CLAY
Top: Light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 1 1 1 1 1 2 --- ---
P9/D9 N= 5 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- --- 27.35
--- xx
--- xx
28.000 --- xx
--- xx
--- xx 28.41
28.500 1 1 2 1 2 1 --- ---
P10/D10 N= 6 --- ---
28.950 --- ---
10/12/2018-4.5741
5.93
1.06
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 910/1000mm
Rec : 290/450mm
Rec : 850/1000mm
Rec : 310/450mm
75
mm
75
mm
75
mm
Medium stiff, light to medium grey, CLAY
Medium stiff, light to medium grey, CLAY
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Description
Bottom: DITTO
-31503.290
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Top: Light to medium grey, CLAY
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 8/12/2018
Date Completed E -48148.271
Reduced Level (mRL):
N
Sheet Borehole Ref. No.
3 of 6 BH-23
Top: Light to medium grey, CLAY
Bottom: Light to medium grey, silty CLAY
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 29.95
30.000 --- . . .
UD10 --- . . .
--- . . .
--- . . .
31.000 --- . . .
--- . . .
--- . . . 31.50
9/12/2018 31.500 1 1 1 1 2 2 --- ---
P11/D11 N= 6 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 --- ---
UD11 --- --- 32.76
--- xx
--- xx
34.000 --- xx
--- xx
--- xx 34.43
34.500 1 2 2 2 2 2 --- ---
P12/D12 N= 8 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.26
1.67
1.57
1.54
1.55
Rec : 310/450mm
Rec : 900/1000mm
Rec : 300/450mm
Rec : 890/1000mm
Rec : 300/450mm
Prepared by:
10/12/18
Remarks :
9/12/18 8:30 40.50
8:30 55.50
10/12/18 19:00 70.50
Checked by:
Decayed
Matter9/12/18 19:00 55.50
8/12/18 8:30 -
8/12/18 19:00 40.50
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Medium stiff, light to medium grey, CLAY
Top: Light to medium grey, sandy CLAY
Bottom: DITTO
Top: Light to medium grey, CLAY
Medium stiff, light to medium grey, CLAY
Bottom: Light to medium grey, silty CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 2 2 3 3 4 --- . . .
P13/D13 N= 12 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.48
37.500 3 4 4 4 5 5 --- xx
P14/D14 N= 18 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
39.000 3 3 4 5 4 6 --- xx
P15/D15 N= 19 --- xx
39.450 --- xx
--- xx
--- xx
--- xx
--- xx
40.500 5 4 5 5 7 7 --- xx
P16/D16 N= 24 --- xx
40.950 --- xx
Reduced Level (mRL):
1.48
5.94
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
Rec : 300/450mm
Rec : 320/450mm
Rec : 300/450mm
Rec : 270/450mm
Stiff, light to medium grey, sandy CLAY
dark grey, silty CLAY
Sheet Borehole Ref. No.
4 of 6 BH-23
Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 8/12/2018 N -31503.290
E -48148.271
10/12/2018
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
-4.5741
Description
ROTARY
WASH100 Vertical
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
CLAY
Very stiff, light to medium grey, silty
-DITTO-
Very stiff, light to medium grey spotted
'N' Value
0 10 20 30 40 50
40.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
42.000 5 5 6 7 7 7 --- xx
P17/D17 N= 27 --- xx
42.450 --- xx
--- xx
--- xx
--- xx
--- xx 43.42
43.500 5 5 7 7 7 6 --- . . .
P18/D18 N= 27 --- . . .
43.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
45.000 5 6 7 7 9 9 --- . . .
P19/D19 N= 32 --- . . .
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
10/12/2018 46.500 5 5 7 7 8 10 --- . . .
P20/D20 N= 32 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
CLAY
Hard, light to medium grey, sandy CLAY
Rec : 270/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
Very stiff, light to medium grey, sandy
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
8/12/18 8:30 -
8/12/18 19:00 40.50
9/12/18 8:30 40.50
Decayed
Matter9/12/18 19:00 55.50
Checked by:
10/12/18
Prepared by:
10/12/18 8:30 55.50
19:00 70.50
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 6 7 7 6 8 9 --- . . .
P21/D21 N= 30 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 49.49
49.500 5 5 6 6 6 6 --- ---
P22/D22 N= 24 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
51.000 4 5 6 7 7 7 --- ---
P23/D23 N= 27 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- --- 52.43
52.500 5 4 6 6 8 8 --- . . .
N= 28 --- . . .
52.950 P24/D24 --- . . .
Reduced Level (mRL):
6.07
2.94
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
Rec : 270/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 250/450mm
dark grey, sandy CLAY
Sheet Borehole Ref. No.
5 of 6 BH-23
-48148.271E
W
G
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 8/12/2018 N -31503.290
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
10/12/2018
RQ
D %
Description
75
mm
75
mm
75
mm
100 Vertical
TC
R (
m)
CR
R %
Field Test / Rock Cores
Casing
RecordLegend
75
mm
with trace of organic matter7
5m
m
-4.5741
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
75
mm
Depth
( m )
Thick-
ness
( m )
Very stiff, light to medium grey, sandy
Very stiff, light to medium grey, CLAY
Very stiff, light to medium grey spotted
CLAY
-DITTO-
'N' Value
0 10 20 30 40 50
52.950 P24/D24 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 53.83
54.000 6 6 6 5 6 7 . . . ---
P25/D25 N= 24 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
55.500 6 5 5 6 7 9 . . . ---
P26/D26 N= 27 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 56.79
57.000 5 6 7 7 8 8 --- xx
P27/D27 N= 30 --- xx
57.450 --- xx
--- xx
--- xx
--- xx
--- xx
58.500 7 7 6 8 8 10 --- xx
P28/D28 N= 32 --- xx
58.950 --- xx
--- xx
--- xx
--- xx
--- xx
60.000 --- xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.40
2.96
3.21
Rec : 250/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 250/450mm
CLAY
Very stiff, light to medium grey, very
clayey SAND
Very stiff, light to medium grey, silty
Hard, light to medium grey, silty CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:30 40.50
Depth of
Water
(m)
Remarks :
8/12/18 8:30 -
8:30 55.50
Prepared by: Checked by:
10/12/18
9/12/18 19:00
19:00 70.50
40.50
Decayed
Matter55.50
10/12/18
8/12/18 19:00
9/12/18
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 7 8 8 9 9 9 --- ---
P29/D29 N= 36 --- ---
60.450 --- ---
--- ---
--- --- 60.45
-4.5741
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASHVertical
Rec : 250/450mm
Hard, light to medium grey, CLAY
Sheet Borehole Ref. No.
6 of 6
-31503.290
BH-23
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 8/12/2018 N
-48148.271
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
75
mm
75
mm
100
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
Thick-
ness
( m )
W
G
10/12/2018Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
DescriptionDepth
( m )
Borehole terminated at depth 60.45m
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
8/12/18 8:30 -
40.50
70.50
9/12/18 8:30 40.50
Remarks :
10/12/18
Decayed
Matter9/12/18 19:00 55.50
Checked by: Prepared by:
10/12/18 8:30 55.50
19:00
8/12/18 19:00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
4/12/2018 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 2.98
3.000 --- xx Top: Medium grey, silty CLAY
UD1 --- xx 3.45
--- --- Bottom: Light to medium grey, CLAY
--- ---
4.000 --- ---
--- ---
--- --- 4.43
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
0.98
0.47
-HAMMER WEIGHT-
SAMPLE / INSITU TEST
Field Test / Rock Cores
RQ
D %
2.68
Rec: 870/1000mm
TOPSOIL
Rec: 300/450mm
Casing
Record
-4.66136/12/2018Vertical
ROTARY
WASH100HSS INTEGRATED SDN. BHD.
Reduced Level (mRL):
0.30Very soft, light grey, silty CLAY
75
mm
75
mm
75
mm
-HAMMER WEIGHT-
75
mm
Sample
No.
TC
R (
m)
CR
R %
Standard Penetration Test Graph
Description
75
mm
Depth
( m )Legend
75
mm
Client ConsultantType of
Boring
Boring
Dia.
(mm)
WESTPORTS (M) DDN. BHD.
Te
st
-47890.620E
PULAU INDAH 4/12/2018 N -31682.736
Orientation
SG/1281/2018
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-246
Date Started
1
Job No.
Rec: 400/450mm
0.30
Date Completed
W
G
Very soft, light to medium grey, CLAY
Depth
( m )
SOIL / STRATUM DETAILS
Thick-
ness
( m )
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Medium grey, silty CLAY
UD2 --- xx 6.49
--- --- Bottom: Light to medium grey, CLAY
--- ---
7.000 --- ---
--- ---
--- --- 7.42
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.95
9.000 --- --- Top: Medium grey, CLAY
UD3 --- ---
--- --- Bottom: Light to medium grey, CLAY
--- ---
10.000 --- ---
--- ---
--- ---
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
0.93
Rec: 400/450mm
Rec: 300/450mm
-HAMMER WEIGHT-
2.06
Rec: 900/1000mm
Rec: 300/450mm
Decayed
Matter5/12/18 19:00
Depth of
Hole (m)
34.00
5/12/18
4/12/18
Date
3.05
1.53
8:30 -
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
6/12/18 19:00 70.00
Legend Depth of
Casing
(m)
Rec: 920/1000mm
4/12/18 19:00
24.00
6/12/18
55.00
55.00
-HAMMER WEIGHT-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx Bottom: DITTO
--- xx
--- xx
13.000 --- xx
--- xx 13.48
13.500 --- --- Very soft, light to medium grey, CLAY
P5/D5 N= 0 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 15.00
15.000 H. xx Top: Light to medium grey, sandy CLAY
UD5 H. xx 15.36
--- xx Bottom: DITTO
--- xx
16.000 --- xx
--- xx
--- xx
16.500 --- xx Very soft, light to medium grey, silty
P6/D6 N= 0 --- xx
16.950 --- xx
6/12/2018Reduced Level (mRL):
1.48
1.52
0.36
2.58 CLAY
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
ConsultantClient Type of
Boring
Boring
Dia.
(mm)
Orientation
-HAMMER WEIGHT-
75
mm
Depth
( m )
75
mm
W
G
Thick-
ness
( m )
Legend
Rec : 300/450mm
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Te
st
TC
R (
m)
Depth
( m )
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 4/12/2018
of2 BH-24
-4.6613
6
E
-31682.736
-47890.620
Job No.
SG/1281/2018 N
Date Completed
SOIL / STRATUM DETAILS
-HAMMER WEIGHT-
Rec : 870/1000mm
Rec : 900/1000mm
Rec : 250/450mm
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.94
18.000 --- --- Top: Light to medium grey, CLAY
UD6 --- ---
--- --- Bottom: DITTO
--- ---
19.000 --- ---
--- ---
--- ---
19.500 0 1 0 1 0 1 --- ---
P7/D7 N= 2 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- --- Top: Light to medium grey, CLAY
UD7 --- ---
--- --- Bottom: Medium grey, CLAY
--- ---
22.000 --- ---
--- ---
--- --- 22.43
22.500 0 1 0 1 1 1 --- xx
P8/D8 N= 3 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
4/12/18
55.0019:00
6/12/18 19:00 70.00
6/12/18 8:30 55.00
8:30
34.00
5/12/18 24.00
19:00
Rec : 900/1000mm
Rec : 300/450mm
8:30 -
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
4.49
1.57
Decayed
Matter5/12/18
Rec : 300/450mm
Rec : 300/450mm
Depth of
Hole (m)Date
4/12/18
Rec : 900/1000mm
Very soft, light to medium grey, CLAY
Soft, medium grey, silty CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.46
5/12/2018 25.500 0 1 0 1 0 1 --- xx
P9/D9 N= 2 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.94
27.000 --- ---
UD9 --- ---
--- ---
--- ---
28.000 --- ---
--- ---
--- --- 28.48
28.500 0 1 1 1 1 1 --- xx
P10/D10 N= 4 --- xx
28.950 --- xx
Reduced Level (mRL):
1.46
1.48
1.54
Top: Light to medium grey, CLAY
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 6/12/2018
RQ
D %
75
mm
Rec : 900/1000mm
Top: Light to medium grey, CLAY
Bottom: Medium grey, CLAY
Very soft, medium grey, silty CLAY
Rec : 250/450mm
Rec : 900/1000mm
Rec : 300/450mm
Soft, light to medium grey, silty CLAY
Sheet Borehole Ref. No.
3 of 6
-31682.736
Job No.
SG/1281/2018
BH-24
E -47890.620
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
4/12/2018PULAU INDAH N
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
75
mm
75
mm
75
mm
75
mm
W
G
-4.6613
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
75
mm
Bottom: Medium grey, CLAY
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.86
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.47
31.500 0 0 1 0 1 1 --- xx
P11/D11 N= 3 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 32.95
33.000 1 2 1 2 2 3 --- ---
P12/D12 N= 8 --- ---
34.000 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 1 1 2 2 2 1 --- ---
P13/D13 N= 7 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.38
1.61
-DITTO-
Medium stiff, medium to dark grey, CLAY
Rec : 300/450mm
Soft, light to medium grey, silty CLAY
1.48
Rec : 270/450mm
Rec : 300/450mm
Rec : 900/1000mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
8:30 -
19:00 70.00
Decayed
Matter5/12/18 19:00 55.00
4/12/18
34.00
Prepared by:
4/12/18 19:00
8:30 55.00
6/12/18
Checked by:
Remarks :
5/12/18 8:30 24.00
6/12/18
Top: Light to medium grey, CLAY
Bottom: DITTO
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
36.000 3 2 3 2 3 3 --- ---
P14/D14 N= 11 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- ---
37.500 3 3 4 4 5 4 --- ---
P15/D15 N= 17 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
39.000 2 3 3 4 5 5 --- ---
P16/D16 N= 17 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 3 5 7 6 5 5 --- ---
P17/D17 N= 23 --- ---
40.950 --- ---
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
11.92
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
RQ
D % Casing
Record
75
mm
75
mm
-31682.736
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH
Job No.
SG/1281/2018 4/12/2018 N
Sheet Borehole Ref. No.
4 of 6 BH-24
Date Completed
Reduced Level (mRL):
Description
some of organic matter
-47890.620E
-4.66136/12/2018
Rec : 300/450mm
Rec : 260/450mm
Rec : 290/450mm
Rec : 300/450mm
Very stiff, light to medium grey spotted
Stiff, medium to dark grey, CLAY with
dark grey, CLAY
-DITTO-
Very stiff, light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 4 5 5 4 5 6 --- ---
P18/D18 N= 20 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- ---
43.500 4 5 6 6 7 9 --- ---
P19/D19 N= 28 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 44.87
45.000 3 2 3 4 4 6 . . . xx
P20/D20 N= 17 . . . xx
45.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.42
6/12/2018 46.500 4 3 4 5 5 7 --- xx
P21/D21 N= 21 --- xx
46.950 --- xx
--- xx
--- xx
--- xx
--- xx
48.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by:
1.55
19:00
CLAY
Prepared by:
6/12/18 8:30 55.00
70.00
-
4/12/18 19:00 34.00
6/12/18
Decayed
Matter5/12/18 19:00 55.00
5/12/18 8:30 24.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
4/12/18 8:30
Depth of
Water
(m)
Remarks :
Very stiff, light to medium grey, silty
CLAY
-DITTO-
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Very stiff, light to medium grey, sandy
Rec : 300/450mm
Rec : 270/450mm
Very stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
48.000 3 3 5 5 6 6 --- xx
P22/D22 N= 22 --- xx
48.450 --- xx
--- xx
--- xx
--- xx
--- xx 49.47
49.500 4 3 4 6 6 8 . . . ---
P23/D23 N= 24 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 5 7 7 7 8 7 . . . ---
P24/D24 N= 24 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
52.500 5 4 6 7 8 9 . . . ---
P25/D25 N= 30 . . . ---
52.950 . . . ---
-4.6613
3.05
4.49
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
clayey SAND
-DITTO-
W
G
clayey SAND
Medium dense, light to medium grey,
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
RQ
D %
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
6/12/2018
Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 4/12/2018 N
Job No.
SG/1281/2018
Sheet Borehole Ref. No.
5 of 6 BH-24
-47890.620E
Reduced Level (mRL):
Standard Penetration Test Graph
-31682.736
Very stiff, light to medium grey, very
Rec : 270/450mm
Rec : 270/450mm
-DITTO-
Rec : 230/450mm
Rec : 200/450mm
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 53.96
54.000 6 7 6 7 9 10 . . . xx
P26/D26 N= 32 . . . xx
54.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
55.500 6 6 7 8 10 11 . . . xx
P27/D27 N= 36 . . . xx
55.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
57.000 5 7 7 9 9 10 . . . xx
P28/D28 N= 35 . . . xx
57.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
58.500 5 4 3 4 5 7 . . . xx
P29/D29 N= 14 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
6.04
grain SAND
Very stiff, light to medium grey, silty fine
-DITTO-
Prepared by:
Remarks :
Decayed
Matter5/12/18 19:00 55.00
6/12/18
8:30 24.00
Depth of
Water
(m)
4/12/18
8:30 55.00
70.00
19:00 34.00
5/12/18
Checked by:
6/12/18 19:00
4/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 200/450mm
Rec : 300/450mm
-DITTO-
Dense, light to medium grey, silty fine
Rec : 200/450mm
Rec : 230/450mm
Rec : 240/450mm
grain SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client :
Location :
Date
&
Time
60.000 5 5 5 7 7 9 . . . ---
P30/D30 N= 28 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
-4.6613
0.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 6/12/2018
Reduced Level (mRL):
SAMPLE / INSITU TEST
Borehole terminated at depth 60.45m
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Thick-
ness
( m )
75
mm
Field Test / Rock Cores
Legend
75
mm
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Type of
Boring
Boring
Dia.
(mm)
Orientation -47890.620
W
G
Consultant
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 4/12/2018
EClient
Sheet Borehole Ref. No.
6 of 6
-31682.736
BH-24
N
Job No.
SG/1281/2018
clayey SAND
Rec : 300/450mm
Very stiff, light to medium grey, very
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
6/12/18 8:30
Checked by:
55.00
6/12/18
Decayed
Matter5/12/18 19:00 55.00
19:00
4/12/18 19:00 34.00
70.00
5/12/18 8:30 24.00
Remarks :
4/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
30/11/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 0 1 0 0 1 --- xx
P1/D1 N= 2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.97
3.000 --- . . . Top: Light to medium grey, sandy CLAY
UD1 --- . . . 3.42
xx . . . Bottom: Light to medium grey, sandy SILT
xx . . .
4.000 xx . . .
xx . . .
xx . . . 4.48
4.500 --- -- Very soft, light to medium grey, CLAY
P2/D2 N= 0 --- ---
4.950 --- ---
-HAMMER WEIGHT-
TOPSOIL
Sheet
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-256
Date Started
1
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
-47509.012E
PULAU INDAH 30/11/2018 N -31895.948
Date Completed
Depth
( m )Legend
75
mm
1.06
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
0.30
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Depth
( m )
W
G
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Standard Penetration Test Graph
Field Test / Rock Cores
Very soft, light grry, silty CLAY
Te
st
2.67
0.45
75
mm
75
mm
75
mm
Rec: 300/450mm
Rec: 750/1000mm
Rec: 300/450mm
75
mm
75
mm
0.30
Very soft, light to medium grey, silty
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-4.89302/12/2018Vertical100
ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
Job No.
SG/1281/2018
CLAY with some of organic matter
'N' Value
0 10 20 30 40 50
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 5.96
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx 7.41
7.500 --- --- Very soft, light to medium grey, CLAY
P3/D3 N= 0 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 8.86
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx 10.49
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand33.00 -
= Cored Sampleoooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
30/11/18 19:00
2/12/18
58.00
58.00
1.48
1.45
Legend Depth of
Casing
(m)
Rec: 300/450mm
2/12/18 19:00 70.00
8:30 -
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
43.00
1.45
Decayed
Matter1/12/18 19:00
Depth of
Hole (m)
43.00
1/12/18
30/11/18
Date
1.63
1.51
Rec: 350/450mm
Rec: 920/1000mm
Rec: 350/450mm
Rec: 800/1000mm
-HAMMER WEIGHT-
-HAMMER WEIGHT-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx 12.38
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.45
13.500 0 1 0 1 0 1 --- xx
P5/D5 N= 2 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.83
15.000 . . . ---
UD5 . . . ---
. . . ---
. . . ---
16.000 . . . ---
. . . ---
. . . ---
16.500 0 1 0 1 1 1 . . . --- 16.40
P6/D6 N= 3 --- . . .
16.950 --- . . .
Rec : 800/1000mm
Rec : 300/450mm
Rec : 900/1000mm
Soft, light to medium grey, sandy CLAY
Rec : 250/450mm
Top: Light to medium grey, very clayey
Legend
75
mm
Depth
( m )
1.38
1.57
0.38
N
SOIL / STRATUM DETAILS
1.07
-31895.948
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 30/11/2018
Date Completed
of2 BH-25
Standard Penetration Test Graph
Field Test / Rock Cores
Boring
Dia.
(mm)
Orientation
-4.8930
6
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
75
mm
Te
st
TC
R (
m)
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
W
G
CLAY
SAND
Bottom: DITTO
Bottom: Light to medium grey, CLAY
Very soft, light to medium grey, silty
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring E -47509.012
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
16.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 17.93
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.47
19.500 --- xx
P7/D7 N= 0 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 21.00
21.000 . . . ---
UD7 . . . ---
. . . ---
. . . ---
22.000 . . . ---
. . . ---
. . . --- 22.43
22.500 --- xx
P8/D8 N= 0 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand33.00 -
= Cored Sample
oooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 900/1000mm
Very soft, light to medium grey, silty
Very soft, light to medium grey, silty
-HAMMER WEIGHT-
19:00
Rec : 300/450mm
43.00
CLAY
Rec : 250/450mm
30/11/18 8:30 -
43.001/12/18
2/12/18 19:00
1.53
1.54
1.53
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Rec : 650/1000mm
Rec : 300/450mm
Top: Light to medium grey, very clayey
SAND
-HAMMER WEIGHT-
19:00
2/12/18 8:30 58.00
8:30
Decayed
Matter1/12/18
70.00
30/11/18
58.00
Prepared by: Checked by:
CLAY
Bottom: DITTO
Bottom: DITTO
Top: Light to medium grey, CLAY
1.43
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx Top: Light to medium grey, silty CLAY
UD8 --- xx
--- xx Bottom: DITTO
--- xx
25.000 --- xx
--- xx
--- xx 25.41
25.500 --- ---
P9/D9 N= 0 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- Top: Light to medium grey, CLAY
27.000 --- ---
UD9 --- --- Bottom: DITTO
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
28.500 1 1 1 2 1 2 --- ---
P10/D10 N= 6 --- ---
28.950 --- ---
Medium stiff, light to medium grey, CLAY
LegendDepth
( m )
Thick-
ness
( m )TC
R (
m)
75
mm
75
mm Description
Field Test / Rock Cores
Casing
Record
Very soft, light to medium grey, CLAY7
5m
m
W
G
-31895.948
-4.8930
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
2.98
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH
75
mm
75
mm
CR
R %
RQ
D %
75
mm
30/11/2018 N
Sheet Borehole Ref. No.
3 of 6 BH-25
Rec : 250/450mm
Rec : 900/1000mm
Rec : 800/1000mm
Rec : 300/450mm
-HAMMER WEIGHT-
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E -47509.012
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
Reduced Level (mRL):
Date Completed
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- --- Top: Light to medium grey, CLAY
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- ---
31.500 1 1 1 1 1 1 --- ---
P11/D11 N= 4 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 0 1 1 2 1 2 --- ---
P12/D12 N= 6 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- --- 34.48
1/12/2018 34.500 1 2 2 1 3 2 --- . . . Medium stiff, light to medium grey, sandy
P13/D13 N= 8 --- . . . CLAY
34.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
36.000 --- . . . 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand33.00 -
= Cored Sampleoooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Bottom: DITTO
Soft, light to medium grey, CLAY
Prepared by:
2/12/18
Checked by:
Remarks :
8:30 43.00
19:00 70.00
8:30 58.00
2/12/18
Decayed
Matter1/12/18 19:00 58.00
30/11/18 8:30
30/11/18 19:00 43.00
1/12/18
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
1.52
Rec : 400/450mm
Rec : 850/1000mm
Rec : 250/450mm
9.07
Rec : 350/450mm
Rec : 300/450mm
Medium stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 2 3 2 4 4 . . . ---
P14/D14 N= 13 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 2 3 4 2 3 2 . . . ---
P15/D15 N= 12 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 3 2 3 3 2 3 . . . ---
P16/D16 N= 11 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 3 3 4 6 6 7 . . . ---
P17/D17 N= 23 . . . ---
40.950 . . . ---
Very stiff, light to medium grey, very
Stiff, light to medium grey, very clayey
SAND
-DITTO-
Sheet Borehole Ref. No.
4 of 6
-31895.94830/11/2018
BH-25
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH N
TC
R (
m)
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
5.89
W
G
-4.8930
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
CR
R %
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
clayey SAND
-DITTO-
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47509.012
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.89
42.000 3 4 3 5 7 7 --- xx
P18/D18 N= 22 --- xx
42.450 --- xx
--- xx
--- xx
--- xx
--- xx
43.500 4 4 5 7 6 8 --- xx
P19/D19 N= 26 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
45.000 5 7 7 7 6 9 --- xx
P20/D20 N= 29 --- xx
45.950 --- xx
--- xx
--- xx
--- xx
--- xx 46.47
46.500 5 6 7 8 9 9 . . . xx
P21/D21 N= 33 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand33.00 -
= Cored Sampleoooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Very stiff, light to medium grey, silty
-DITTO-
4.58
CLAY with some of organic matter
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
30/11/18 8:30 -
30/11/18 19:00 43.00
1/12/18 8:30 43.00
Decayed
Matter1/12/18 19:00 58.00
Checked by:
2/12/18
Prepared by:
2/12/18 8:30 58.00
19:00 70.00
Rec : 300/450mm
CLAY with trace of organic matter
Dense, light to medium grey, silty fine
grain SAND
Very stiff, light to medium grey, silty
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 7 7 9 9 11 . . . xx
P22/D22 N= 36 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
2/12/2018 49.500 5 7 8 7 9 10 . . . xx
P23/D23 N= 34 . . . xx
49.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
51.000 6 7 9 9 8 10 . . . xx
P24/D24 N= 36 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.43
52.500 5 5 4 5 5 6 . . . ---
P25/D25 N= 20 . . . ---
52.950 . . . ---
-DITTO-
-DITTO-
Very stiff, light to medium grey, very
clayey SAND with some of organic
-DITTO-
-47509.012E
-4.8930
Standard Penetration Test Graph
Sheet Borehole Ref. No.
5 of 6 BH-25
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 30/11/2018 N -31895.948
75
mm
75
mm
75
mm
Client ConsultantType of
Boring
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Depth
( m )
Thick-
ness
( m )
DescriptionW
G
Rec : 250/450mm
Rec : 250/450mm
Rec : 250/450mm
matter
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 300/450mm
Legend
75
mm
CR
R %
75
mm
2/12/2018Reduced Level (mRL):
5.96
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
54.000 6 7 7 9 9 11 . . . ---
P26/D26 N= 36 . . . ---
54.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
55.500 7 7 7 8 10 10 . . . ---
P27/D27 N= 35 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 56.98
57.000 7 7 8 7 9 9 . . . xx
P28/D28 N= 33 . . . xx
57.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
58.500 8 7 8 9 9 11 . . . xx
P29/D29 N= 37 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand33.00 -
= Cored Sampleoooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
SAND
Dense, medium to dark grey, clayey
Legend
Date TimeDepth of
Hole (m)
Rec : 250/450mm
Rec : 300/450mm
Rec : 360/450mm
Depth
of
Casing
(m)
Depth of
Water
(m)
19:00
8:30 43.00
30/11/18 8:30 -
8:30 58.00
Checked by:
2/12/18
Prepared by:
Decayed
Matter1/12/18 19:00 58.00
2/12/18
Remarks :
-DITTO-
-DITTO-
matter
70.00
30/11/18 19:00 43.00
1/12/18
Dense, light to medium grey, silty fine
grain SAND
Rec : 250/450mm
Rec : 300/450mm
4.55
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 8 7 7 9 10 10 . . . xx
P30/D30 N= 36 . . . xx
60.450 . . . xx
. . . xx
. . . xx 60.45
Rec : 300/450mm
-DITTO-
N
-4.8930
SOIL / STRATUM DETAILS
Coordinates
PULAU INDAH 30/11/2018
Sheet Borehole Ref. No.
6 of 6
-31895.948
BH-25
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
75
mm
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST
3.47
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
75
mm
Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Borehole terminated at depth 60.45m
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47509.012
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 2/12/2018
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand33.00 -
= Cored Sampleoooo
oooo Gravel33.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
1/12/18 8:30 43.00
Remarks :
30/11/18 8:30 -
Decayed
Matter1/12/18 19:00 58.00
Checked by:
58.00
19:002/12/18 70.00
Prepared by:
2/12/18 8:30
30/11/18 19:00 43.00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
26/11/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 --- xx
P1/D1 N= 0 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.96
3.000 --- --- Top: Light to medium grey, CLAY of high
UD1 --- --- plasticity
--- ---
--- --- Bottom: Light to medium grey, CLAY
4.000 --- ---
--- ---
--- --- 4.43
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
TOPSOIL0.30
75
mm
75
mm
-HAMMER WEIGHT-
-HAMMER WEIGHT-
Te
st
CR
R %
RQ
D %
75
mm
75
mm
Very soft, light to medium grey, silty
CLAY
Thick-
ness
( m )
75
mm
Depth
( m )Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
Casing
Record
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47134.512E
PULAU INDAH 26/11/2018 N
Job No.
SG/1281/2018 -32113.065
of
Coordinates
BH-2661
Date Started
Date Completed
W
G
Very soft, light grey, silty CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD.
2.66
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
100ROTARY
WASHHSS INTEGRATED SDN. BHD.
Rec: 400/450mm
Rec: 900/1000mm
Rec: 400/450mm
-4.601328/11/2018Vertical
1.47
Reduced Level (mRL):
Description
0.30
Depth
( m )'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx 7.49
7.500 --- --- Very soft, light to medium grey, CLAY
P3/D3 N= 0 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 8.95
9.000 --- xx Top: Light to medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx 10.48
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
36.50
27/11/18
26/11/18 19:00
36.50
Date
1.46
1.53
1.52
Remarks :
8:00
69.5019:00
Time
8:30
8:30 -
28/11/18
Legend Depth of
Casing
(m)
-HAMMER WEIGHT-
Depth of
Hole (m)
51.50
27/11/18 19:00
26/11/18
Depth of
Water
(m)
Decayed
Matter
-HAMMER WEIGHT-
28/11/18
51.50
Rec: 350/450mm
Rec: 900/1000mm
Rec: 350/450mm
Rec: 400/450mm
Rec: 900/1000mm
3.06
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx 13.46
13.500 0 1 0 0 1 0 --- ---
P5/D5 N= 1 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 14.90
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx 16.47
16.500 0 1 0 0 1 0 --- ---
P6/D6 N= 1 --- ---
16.950 --- ---
Te
st
TC
R (
m)
plasticity
Depth
( m )
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-26
PULAU INDAH 26/11/2018
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Orientation Consultant
Reduced Level (mRL):
6
E
-32113.065
-47134.512
N
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Legend
75
mm
Depth
( m )
75
mm
W
G
Rec : 880/1000mm
Field Test / Rock Cores
75
mm
Very soft, light to medium grey, CLAY
Bottom: DITTO
Very soft, light to medium grey, CLAY
Top: Light to medium grey, CLAY of high
Rec : 870/1000mm
Rec : 400/450mm
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 350/450mm
Sample
No.
CR
R %
RQ
D %
SAMPLE / INSITU TEST
-4.6013
1.44
1.57
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
1.46
28/11/2018
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 17.85
18.000 --- . . .
UD6 --- . . . 18.30
--- xx
--- xx
19.000 --- xx
--- xx
--- xx 19.48
19.500 0 1 0 1 0 1 --- ---
P7/D7 N= 2 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 20.96
21.000 --- xx
UD7 --- xx
--- xx
--- xx
22.000 --- xx
--- xx
--- xx 22.48
22.500 1 0 0 1 0 1 --- ---
P8/D8 N= 2 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Top: Light to medium grey, sandy CLAY
26/11/18
Very soft, light to medium grey, CLAY
Bottom: DITTO
Bottom: Light to medium grey, silty
Prepared by:
Very soft, light to medium grey, CLAY
1.18
1.48
Checked by:
Top: Light to medium grey, silty CLAY
69.50
26/11/18
51.5019:00
28/11/18 8:00 51.50
8:3027/11/18
Decayed
Matter27/11/18
CLAY
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
8:30 -
36.50
19:00
28/11/18 19:00
36.50
Rec : 400/450mm
Rec : 850/1000mm
Rec : 400/450mm
Rec : 400/450mm
Rec : 850/1000mm
1.38
0.45
1.52
1.52
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 . . . ---
UD8 . . . ---
. . . ---
. . . ---
25.000 . . . ---
. . . ---
. . . --- 25.46
25.500 --- ---
P9/D9 N= 0 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
27.000 --- ---
UD9 --- ---
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
27/11/2018 28.500 0 1 0 1 1 1 --- ---
P10/D10 N= 3 --- ---
28.950 --- ---
Top: Light to medium grey, very clayey
Bottom: DITTO
plasticity
Soft, light to medium grey, CLAY
Very soft, light to medium grey, CLAY
SAND
Bottom: DITTO
Top: Light to medium grey, CLAY of high
Sheet Borehole Ref. No.
3 of 6 BH-26
E
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32113.06526/11/2018 N
W
G
Reduced Level (mRL):
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed -47134.512
75
mm
75
mm
75
mm
75
mm
Thick-
ness
( m )
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Rec : 800/1000mm
-HAMMER WEIGHT-
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 28/11/2018
-4.6013
1.46
6.02
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.48
31.500 0 1 0 1 0 1 --- xx
P11/D11 N= 2 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 32.95
33.000 --- ---
UD11 --- ---
--- ---
--- ---
34.000 --- ---
--- ---
--- --- 34.50
34.500 1 0 2 1 1 1 --- ....
P12/D12 N= 5 --- ....
34.950 --- ....
--- ....
--- ....
--- ....
--- ....
36.000 --- ....
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Top: Light to medium grey, CLAY
Soft, light to medium grey, silty CLAY
Rec : 350/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter27/11/18 19:00 51.50
8:30 -26/11/18
27/11/18 8:30 36.50
Checked by: Prepared by:
28/11/18
26/11/18 19:00
19:00
8:00 51.5028/11/18
Rec : 920/1000mm
Rec : 350/450mm
Bottom: DITTO
Remarks :
69.50
36.50
CLAY
Rec : 350/450mm
Rec : 900/1000mm
Top: Light to medium grey, CLAY
Medium stiff, light to medium grey, sandy
1.47
1.55
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 3 4 4 4 --- . . .
P13/D13 N= 18 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.43
37.500 3 4 4 5 5 6 --- xx
P14/D14 N= 20 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.85
39.000 3 5 5 5 7 7 --- ---
P15/D15 N= 24 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 3 4 4 6 6 7 --- ---
P16/D16 N= 23 --- ---
40.950 --- ---
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Rec : 350/450mm
Te
st
75
mm
75
mm
75
mm Legend
W
G
CLAY
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
Reduced Level (mRL):28/11/2018
Casing
Record
75
mm Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32113.065
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Sheet Borehole Ref. No.
4 of 6
Very stiff, light to dark grey, CLAY
26/11/2018
BH-26
-47134.512Date Completed
N
E
-DITTO-
Very stiff, light to medium grey, sandy
CLAY
Very stiff, light to medium grey, silty
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-4.6013
2.93
1.42
3.11
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 41.96
42.000 3 5 5 7 7 7 --- . . .
P17/D17 N= 26 --- . . .
42.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 43.48
28/11/2018 43.500 5 5 7 8 8 9 . . . ---
P18/D18 N= 32 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 44.89
45.000 6 5 6 6 7 9 --- . . .
P19/D19 N= 28 --- . . .
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
46.500 6 6 6 7 7 8 --- . . .
P20/D20 N= 28 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . . 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 350/450mm
Rec : 350/450mm
Rec : 300/450mm
Prepared by:
28/11/18 8:00 51.50
19:00 69.50
Checked by:
Decayed
Matter27/11/18 19:00 51.50
28/11/18
8:30 -
26/11/18 19:00 36.50
27/11/18 8:30 36.50
26/11/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Rec : 300/450mm
Rec : 300/450mm
Medium dense, light to medium grey,
Hard, light to medium grey, clayey SAND
Very stiff, light to medium grey, sandy
CLAY
-DITTO-
sandy CLAY
with trace of organic matter
3.11
1.52
1.41
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 6 6 7 7 9 9 . . . xx
P21/D21 N= 32 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.48
49.500 6 7 9 9 8 10 . . . ---
P22/D22 N= 36 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 6 7 7 9 10 10 . . . ---
P23/D23 N= 36 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
52.500 7 7 9 9 9 11 . . . ---
P24/D24 N= 38 . . . ---
52.950 . . . ---
-DITTO-
Dense, light to medium grey, very clayey
-DITTO-
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Description
Dense, light to medium grey, silty fine
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation T
est Sample
No.
TC
R (
m)
CR
R %
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 26/11/2018 N
Sheet Borehole Ref. No.
5 of 6 BH-26
grain SAND
-32113.065
Date Completed
SAND
-47134.512E
Reduced Level (mRL):
Standard Penetration Test Graph
28/11/2018
Rec : 300/450mm
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
-4.6013
1.48
4.48
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
'N' Value
0 10 20 30 40 50
52.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 53.96
54.000 6 7 7 9 9 13 . . . xx
P25/D25 N= 38 . . . xx
54.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
55.500 7 7 7 9 9 11 . . . xx
P26/D26 N= 36 . . . xx
55.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
57.000 7 8 8 7 9 12 . . . xx
P27/D27 N= 36 . . . xx
57.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
58.500 5 7 7 9 11 12 . . . xx
P28/D28 N= 39 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Dense, light to medium grey, silty fine
grain SAND
69.50
26/11/18 19:00 36.50
27/11/18 8:30 36.50
-
Remarks :
-DITTO-
-DITTO-
Decayed
Matter27/11/18 19:00 51.50
28/11/18 8:00 51.50
Checked by:
28/11/18 19:00
Prepared by:
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3026/11/18
Depth of
Water
(m)
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
-DITTO-
Rec : 350/450mm
Rec : 300/450mm
6.04
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 10 7 8 10 11 . . . ---
P29/D29 N= 36 . . . ---
60.450 . . . ---
. . . ---
. . . ---
. . . --- 60.45
Borehole terminated at depth 60.45m
Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
Thick-
ness
( m )
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
75
mm
75
mm
ROTARY
WASH100
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
Date Completed
PULAU INDAH 26/11/2018
-47134.512
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
-32113.065
BH-26
N
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Sheet Borehole Ref. No.
6 of 6
28/11/2018
SAND
Rec : 300/450mm
Dense, light to medium grey, very clayey
-4.6013
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. Vertical
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test41.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
26/11/18
19:00 36.50
69.50
27/11/18
Prepared by:
26/11/18
Decayed
Matter27/11/18 19:00 51.50
Checked by:
51.50
19:00
28/11/18
28/11/18
Remarks :
8:30 -
8:30 36.50
8:00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12/11/2018 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
--- xx
1.500 0 0 1 0 1 0 --- xx
P1/D1 N= 2 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx Top: Medium to dark grey, silty CLAY
UD1 --- xx
--- xx Bottom: DITTO
--- xx
4.000 --- xx
--- xx
--- xx
4.500 0 0 1 0 0 0 --- xx Very soft, medium to dark grey, silty
P2/D2 N= 1 --- xx CLAY
4.950 --- xx
Casing
Record
TOPSOIL
Rec: 900/1000mm
Rec: 350/450mm
8.67
ROTARY
WASHHSS INTEGRATED SDN. BHD.
-4.2268
Job No.
SG/1281/2018
17/11/2018VerticalReduced Level (mRL):
WESTPORTS (M) DDN. BHD.
Field Test / Rock Cores
Very soft, medium to dark grey, silty
CLAY
0.30
75m
m
Test
75m
m
75m
m
Rec: 450/450mm
75m
m
Sample
No.
Very soft, light grey, silty CLAY
Description
Thick-
ness
( m )RQ
D %
75m
m
75m
m
Standard Penetration Test Graph
Legend
-32311.649
Date Started
PULAU INDAH
Depth
( m )
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -46793.898E
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-27
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Client
N
Depth
( m )
TC
R (
m)
CR
R %
61
0.30
Date Completed
W
G
12/11/2018
100
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Medium to dark grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 1 0 0 1 0 1 --- xx Very soft, medium to dark grey, silty
P3/D3 N= 2 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.97
9.000 . . . --- Top: Medium to dark grey, very clayey
UD3 . . . --- sand
. . . ---
. . . --- Bottom: DITTO
10.000 . . . ---
. . . ---
. . . --- 10.43
10.500 0 0 0 1 0 0 --- xx Very soft, medium to dark grey, silty
P4/D4 N= 1 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand13.00 -
= Cored Sampleoooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
Rec: 400/450mm
1.46
Rec: 400/450mm
Rec: 850/1000mm
12/11/18
Depth of
Water
(m)
Remarks :
44.00
Date
16/11/18
8:30
Decayed
Matter13/11/18 18:30
Depth of
Hole (m)
25.50
13/11/18
Checked by:
8:30 0.00
8:30 51.50
Prepared by:
44.00
8:30
51.5019:00
Legend Depth of
Casing
(m)
Rec: 900/1000mm
25.50
14/11/18
14/11/18
Time
12/11/18 19:00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 0 0 1 0 0 0 --- xx
--- xx
UD4 --- xx
--- xx
13.000 --- xx
--- xx
--- xx
13/11/2018 13.500 0 0 0 1 0 0 --- xx
P5/D5 N= 1 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.89
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.43
16.500 0 1 0 0 1 0 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
-4.2268
1.54
4.46 Very soft, medium to dark grey, silty
Bottom: DITTO
Top: Medium to dark grey, silty CLAY
75m
m
75m
m
75m
m
CLAY
of
17/11/2018
Rec : 800/1000mm
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Test
TC
R (
m)
plasticity
Depth
( m )
2 BH-27
Standard Penetration Test Graph
Reduced Level (mRL):
6
CLAY
CR
R %
RQ
D %
75m
m
SAMPLE / INSITU TEST
DescriptionCasing
Record
Thick-
ness
( m )
W
G
75m
m
75m
m
Sample
No.
Consultant
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 12/11/2018
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Orientation E
-32311.649
-46793.898
N
SOIL / STRATUM DETAILS
LegendDepth
( m )
Field Test / Rock Cores
Bottom: DITTO
Rec : 400/450mm
Top: Medium to dark grey, CLAY of high
Very soft, medium to dark grey, silty
Rec : 850/1000mm
Rec : 400/450mm
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
--- xx
19.000 --- xx
--- xx
19.500 0 0 1 0 1 0 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.95
21.000 xx . . .
UD7 xx . . . Top: Medium to dark grey, sandy CLAY
xx . . .
xx . . . Bottom: DITTO
22.000 xx . . .
xx . . .
xx . . . 22.50
22.500 0 1 0 1 0 0 --- xx
P8/D8 N= 2 --- xx Very soft, light to medium grey, silty
22.950 --- xx CLAY
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay0.00 -
= Disturbed Sample
. . . .
. . . . Sand13.00 -
= Cored Sample
oooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
4.52
1.55
12/11/18
Decayed
Matter13/11/18
TimeDepth of
Hole (m)
19:00 25.50
Prepared by: Checked by:
44.00
8:3013/11/18
14/11/18 19:00 51.50
12/11/18
44.0018:30
14/11/18 8:30
Legend Remarks :Depth of
Water
(m)
Depth of
Casing
(m)
Date
CLAY
Bottom: DITTO
16/11/18 8:30 51.50
8:30 0.00
25.50
Very soft, medium to dark grey, silty
Rec : 700/1000mm
Rec : 400/450mm
Top: Medium to dark grey, silty CLAY
Rec : 300/450mm
Rec : 800/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
--- xx
25.000 --- xx
--- xx
25.500 0 1 0 0 1 0 --- xx
P9/D9 N= 2 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.89
27.000 --- ---
UD9 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
-4.2268
4.39
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 17/11/2018
Rec : 800/1000mm
Rec : 300/450mm
Rec : 850/1000mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
CLAY
Very soft, light to medium grey, silty
Sheet Borehole Ref. No.
3
plasticity
Bottom: DITTO
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Top: Light to medium grey, CLAY of high
of 6 BH-27
75m
m
E -46793.898
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 12/11/2018 N
WESTPORTS (M) DDN. BHD.
-32311.649
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
75m
m
75m
m
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
75m
m
RQ
D %
Test Sample
No.
TC
R (
m)
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
75m
m
75m
m 'N' Value
0 10 20 30 40 50
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
31.500 0 1 0 1 1 2 --- ---
P10/D10 N= 4 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 32.96
14/11/2018 33.000 3 5 5 7 9 9 . . . ---
P11/D11 N= 30 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.42
34.500 2 2 5 5 7 10 . . . xx
P12/D12 N= 27 . . . xx
34.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
36.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand13.00 -
= Cored Sampleoooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
6.07
1.46
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
high plasticity
Very soft, medium to dark gray, CLAY of
Depth of
Water
(m)
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
8:30
Decayed
Matter13/11/18 18:30 44.00
8:30
12/11/18
13/11/18 8:30 25.50
0.00
Checked by:
51.50
Prepared by:
14/11/18
16/11/18
12/11/18 19:00
19:00
Remarks :
51.50
25.50
8:30 44.00
14/11/18
Medium dense, light to medium grey
spotted brown, very clayey SAND
Medium dense, light to medium grey, silty
SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 5 5 7 9 9 . . . xx
P13/D13 N= 30 . . . xx
36.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
37.500 5 7 5 5 9 9 . . . xx
P14/D14 N= 28 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
39.000 3 5 5 7 7 10 . . . xx
P15/D15 N= 29 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 40.48
16/11/2018 40.500 4 3 5 5 7 9 . . . ---
P16/D16 N= 26 . . . ---
40.950 . . . ---
-4.2268
6.06
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
100 Vertical
Rec : 300/450mm
Rec : 300/450mm
17/11/2018
Medium dense, medium to dark grey, silty
-DITTO-
Rec : 300/450mm
75m
m Description
Standard Penetration Test Graph
75m
m
75m
m
75m
m Legend
Rec : 250/450mm
Casing
Record
Depth
( m )
Thick-
ness
( m )
75m
m
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75m
m
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
W
GTest
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-46793.898
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32311.649
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
Sheet Borehole Ref. No.
4 of 6
12/11/2018
BH-27
N
E
Medium dense, medium to dark grey,
-DITTO-
fine SAND
very clayey SAND
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.98
42.000 3 3 4 4 4 6 . . . xx
P17/D17 N= 18 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
43.500 5 4 5 7 9 9 . . . xx
P18/D18 N= 30 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
45.000 5 5 4 5 6 6 . . . xx
P19/D19 N= 21 . . . xx
45.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.47
46.500 5 5 7 7 7 8 --- . . .
P20/D20 N= 29 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand13.00 -
= Cored Sampleoooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
4.49
1.50
Rec : 350/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Medium dense, medium to dark grey,
sandy CLAY
44.00
13/11/18 18:30Decayed
Matter
14/11/18
14/11/18 8:30
19:00 51.50
44.00
13/11/18 8:30 25.50
12/11/18
Checked by:
16/11/18 8:30 51.50
Prepared by:
Depth of
Water
(m)
Remarks :
8:30 0.00
12/11/18 19:00 25.50
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
-DITTO-
-DITTO-
Medium dense, medium to dark grey, silty
fine SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 5 4 5 5 7 --- . . .
P21/D21 N= 21 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 49.46
17/11/2018 49.500 5 3 3 4 5 7 . . . xx
P22/D22 N= 19 . . . xx
49.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
51.000 4 5 5 6 7 7 . . . xx
P23/D23 N= 25 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
52.500 2 4 4 7 8 8 . . . xx
N= 27 . . . xx
52.950 P24/D24 . . . xx
5.99
spotted brown, silty fine SAND
Rec : 300/450mm
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-4.2268
2.99
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Medium dense, medium to dark grey
-DITTO-
fine SAND
Medium dense, light to medium grey, silty
75m
m
75m
m
Casing
RecordLegend
Rec : 350/450mm
Rec : 300/450mm
Rec : 350/450mm
Depth
( m )
Thick-
ness
( m )
DescriptionW
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Depth
( m ) Test Sample
No.
TC
R (
m)
CR
R %
75m
m
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
RQ
D %
75m
m
75m
m
75m
m
PULAU INDAH 12/11/2018 N
Sheet Borehole Ref. No.
5 of 6
Reduced Level (mRL):
Standard Penetration Test Graph
-DITTO-
17/11/2018
Date Started Coordinates
BH-27
-32311.649
Date Completed -46793.898E
'N' Value
0 10 20 30 40 50
52.950 P24/D24 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
54.000 4 5 5 7 9 9 . . . xx
P25/D25 N= 30 . . . xx
54.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 55.45
55.500 4 6 7 7 9 10 . . . ---
P26/D26 N= 35 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
57.000 6 7 7 9 9 9 . . . ---
P27/D27 N= 34 . . . ---
57.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 58.42
58.500 5 7 7 6 7 9 . . . xx Medium dense, light to medium grey, silty
P28/D28 N= 29 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand13.00 -
= Cored Sampleoooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
2.97
Medium dense, light to medium grey, silty
fine grain SAND
12/11/18 19:00 25.50
13/11/18 8:30 25.50
Remarks :
0.00
Rec : 300/450mm
1.58
Dense, light to medium grey, clayey
fine grain SAND
Decayed
Matter13/11/18 18:30 44.00
14/11/18
16/11/18 8:30
8:30 44.00
Checked by:
51.50
14/11/18 19:00
Prepared by:
51.50
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
8:30
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
SAND
-DITTO-
Depth of
Water
(m)
12/11/18
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 6 6 7 7 8 . . . ---
P29/D29 N= 28 . . . ---
60.450 . . . ---
. . . ---
. . . ---
. . . --- 60.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. 17/11/2018-4.2268
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
ROTARY
WASH100 Vertical
75m
m Legend
75m
m
75m
mBorehole terminated at depth 60.45m
Field Test / Rock Cores
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Test
Description
75m
m
Depth
( m )
-46793.898
75m
m
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75m
m
Consultant
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
Client Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH 12/11/2018
Sheet Borehole Ref. No.
6 of 6
-32311.649
Coordinates
E
BH-27
N
Rec : 250/450mm
Medium dense, light to medium grey,
very clayey SAND
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay0.00 -
= Disturbed Sample. . . . . .
. . . . . . Sand13.00 -
= Cored Sampleoooo
oooo Gravel13.00 -
= Vane Shear Test31.50 -
RQD = Rock Quality Disignation++++
++ Granite31.50 -
TCR = Total Core Recovery Limestone39.00 -
CRR = Core Recovery Ratio Mudstone39.00 -
Remarks :
8:30
Checked by:
25.50
Prepared by:
16/11/18
25.50
Decayed
Matter13/11/18 18:30 44.00
8:30 51.50
51.5019:00
8:30
14/11/18
0.00
Depth of
Water
(m)
44.00
12/11/18
Legend
Date TimeDepth of
Hole (m)
Depth of
Casing
(m)
14/11/18
12/11/18 19:00
13/11/18 8:30 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
9/1/2019 0.000 --- xx
--- xx
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 0 1 0 1 0 1 xx ---
P1/D1 N= 2 xx ---
1.950 xx ---
xx ---
9/1/2019 xx ---
10:30 xx ---
(2.6m) xx ---
xx --- 2.94
3.000 --- --- Top: Light to medium grey, CLAY
UD1 --- ---
--- --- Bottom: DITTO
--- ---
4.000 --- ---
--- ---
--- --- 4.47
4.500 0 1 0 1 0 1 xx --- Very soft, light to medium grey, clayey
P2/D2 N= 2 xx --- SILT
4.950 xx ---
Rec: 920/1000mm
Rec: 350/450mm
SG/1281/2018
2.64
1.53
100ROTARY
WASH
Depth
( m )
Casing
Record
Rec: 350/450mm
0.30
Very soft, light to medium grey, clayey
SILT
Te
st
75
mm
75
mm
75
mm
75
mm
Depth
( m )
75
mm Description
Thick-
ness
( m )
W
G
Vertical
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
Legend
Job No.
Orientation -47001.419E
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Reduced Level (mRL):
-4.587711/1/2019
TOPSOIL
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-28
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PULAU INDAH 9/1/2019 N -32616.634
Client ConsultantType of
Boring
Boring
Dia.
(mm)
6
Date Started
1
Very soft, light grey, silty CLAY0.30
Date Completed
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.99
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- --- Bottom: DITTO
--- ---
7.000 --- ---
--- ---
--- --- 7.43
7.500 xx --- Very soft, light to medium grey, clayey
P3/D3 N= 0 xx --- SILT
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 8.70
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- ---
--- --- Bottom: DITTO
--- ---
10.000 --- ---
--- ---
--- --- 10.42
10.500 xx --- Very soft, light to medium grey with
P4/D4 N= 0 xx --- spotted dark grey, clayey SILT with trace
10.950 xx --- of organic matter
xx ---
xx ---
xx ---
xx ---
12.000 xx --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.52
1.72
1.58
Rec: 910/1000mm
Rec: 400/450mm
Rec: 900/1000mm
Rec: 350/450mm
1.44
-HAMMER WEIGHT-
Decayed
Matter10/1/19 19:00
Depth of
Hole (m)
32.00
10/1/19
9/1/19
Date
Rec: 400/450mm
Prepared by:
8:30 -
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
11/1/19 19:00 68.00
Checked by:
LegendDepth
of
Casing
(m)
-HAMMER WEIGHT-
1.27
9/1/19 19:00
32.00
11/1/19
53.00
53.00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx 12.30
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.48
13.500 xx ---
P5/D5 N= 0 xx ---
13.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 15.00
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.38
16.500 0 1 0 1 1 1 --- xx Very soft, medium grey, silty CLAY
P6/D6 N= 2 --- xx
16.950 --- xx
11/1/2019-4.5877
0.30
1.18
1.52
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-HAMMER WEIGHT- Very soft, light to medium grey, clayey
SILT
Bottom: DITTO
1.38
75
mm
W
GTe
st
TC
R (
m)
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Legend
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
75
mm
Depth
( m )
Consultant
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 9/1/2019
Client Date Completed
Boring
Dia.
(mm)
Orientation
Reduced Level (mRL):
6
E
-32616.634
-47001.419
of2 BH-28
N
SOIL / STRATUM DETAILS
Type of
Boring
Rec : 870/1000mm
Rec : 300/450mm
Rec : 900/1000mm
Rec : 350/450mm
Bottom: Light to medium grey, CLAY
Top: Light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 18.00
18.000 --- ---
UD6 --- --- 18.23
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 1 0 1 0 1 1 --- xx
P7/D7 N= 3 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.95
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 0 1 0 1 1 1 --- ---
P8/D8 N= 3 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
2.72
Bottom: Light to medium grey, silty CLAY
Bottom: DITTO
Top: Light to medium grey, CLAY
Checked by: Prepared by:
0.23
19:00 68.00
1.62
9/1/19
53.0019:00
11/1/19 8:30 53.00
8:30
Decayed
Matter10/1/19
Rec : 910/1000mm
Rec : 350/450mm
Top: Light to medium grey, CLAY
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
9/1/19 8:30 -
with trace of organic matter
Rec : 350/450mm
Rec : 910/1000mm
Soft, light to medium grey, silty CLAY
Soft, medium grey, CLAY
19:00
Rec : 400/450mm
32.00
32.0010/1/19
11/1/19
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 24.80
10/1/2019 25.500 1 1 1 1 2 1 --- xx
P9/D9 N= 5 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.96
27.000 --- --- Top: Light to medium grey, silty CLAY
UD9 --- ---
--- --- Bottom: DITTO
--- ---
28.000 --- ---
--- ---
--- ---
28.500 1 1 1 1 1 2 --- ---
P10/D10 N= 5 --- ---
28.950 --- ---
2.93
3.85
Date Completed Orientation E -47001.419
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 11/1/2019
Reduced Level (mRL):
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Rec : 350/450mm
Top: Light to medium grey, CLAY
Bottom: DITTO
Rec : 300/450mm
Rec : 900/1000mm
Rec : 900/1000mm
CLAY
Medium stiff, light to medium grey, CLAY
9/1/2019 N
Sheet Borehole Ref. No.
3 of 6 BH-28
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH
75
mm
75
mm
-32616.634
CR
R %
RQ
D %
75
mm
75
mm
75
mm
Medium stiff, light to medium grey, silty
W
G
-4.5877
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
2.16
Sample
No.
TC
R (
m)
Description
Field Test / Rock Cores
Casing
Record
75
mm Legend
Depth
( m )
Thick-
ness
( m )
Te
st
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 29.89
30.000 --- . . .
UD10 --- . . .
--- . . .
--- . . .
31.000 --- . . .
--- . . .
--- . . .
31.500 1 1 1 1 2 2 --- . . .
P11/D11 N= 6 --- . . .
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
33.000 2 3 4 3 3 3 --- . . .
P12/D12 N= 13 --- . . .
33.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
34.500 3 2 3 3 3 2 --- . . .
P13/D13 N= 11 --- . . .
34.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
36.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Medium stiff, light to medium grey, sandy
-DITTO-
Stiff, light to medium grey, fine grain
Top: Light to medium grey, sandy CLAY
Rec : 300/450mm
Rec : 350/450mm
Rec : 300/450mm
Rec : 900/1000mm
Rec : 300/450mm
Bottom: DITTO
CLAY
sandy CLAY
Depth of
Water
(m)
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Decayed
Matter10/1/19 19:00 53.00
9/1/19 8:30
10/1/19 8:30 32.00
9/1/19 19:00 32.00
53.00
11/1/19 19:00 68.00
Checked by:
Remarks :
Prepared by:
11/1/19 8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 2 3 3 4 4 3 --- . . .
P14/D14 N= 14 --- . . .
36.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 37.42
37.500 4 4 5 4 5 6 . . . ---
P15/D15 N= 18 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 5 4 5 5 6 6 . . . ---
P16/D16 N= 22 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.49
40.500 5 6 5 6 7 7 . . . xx
P17/D17 N= 25 . . . xx
40.950 . . . xx
3.07
11/1/2019-4.5877
7.53
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 300/450mm
Rec : 310/450mm
Rec : 250/450mm
Rec : 250/450mm
Medium dense, medium grey, very
clayey SAND
Medium dense, light to medium grey, silty
fine grain SAND
Sample
No.
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
75
mm
Thick-
ness
( m )
W
G
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Depth
( m )
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
-47001.419
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH N
E
9/1/2019 -32616.634
Client
Sheet Borehole Ref. No.
4 of 6 BH-28
-DITTO-
-DITTO-
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 6 5 6 7 7 9 . . . xx
P18/D18 N= 29 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 43.46
43.500 4 5 6 6 7 6 --- . . .
P19/D19 N= 25 --- . . .
43.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
45.000 5 4 5 5 7 8 --- . . .
P20/D20 N= 24 --- . . .
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
11/1/2019 46.500 6 7 7 6 7 7 --- . . .
P21/D21 N= 27 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . . 48.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4.54
Rec : 250/450mm
Very stiff, medium to dark grey, sandy
2.97
-DITTO-
Rec : 250/450mm
11/1/19
Prepared by:
11/1/19 8:30 53.00
19:00 68.00
Decayed
Matter10/1/19 19:00 53.00
Checked by:
9/1/19 19:00 32.00
10/1/19 8:30 32.00
Depth of
Water
(m)
Remarks :
9/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 270/450mm
Rec : 270/450mm
Rec : 300/450mm
CLAY
-DITTO-
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 7 8 10 8 7 9 --- ---
P22/D22 N= 34 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- ---
49.500 6 7 9 9 11 10 --- ---
P23/D23 N= 39 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 50.96
51.000 5 6 5 7 7 9 --- xx
P24/D24 N= 28 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx
52.500 6 5 6 7 9 9 --- xx
P25/D25 N= 31 --- xx
52.950 --- xx
Reduced Level (mRL):
2.96
2.87
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 300/450mm
Legend
75
mm
CR
R %
organic matter
CLAY
Rec : 280/450mm
Rec : 250/450mm
Rec : 200/450mm
DescriptionW
G
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
Depth
( m )
Thick-
ness
( m )
Date Started
TC
R (
m)
75
mm
75
mm
75
mm
Client Consultant
75
mm
RQ
D %
75
mm
Sheet Borehole Ref. No.
5 of 6 BH-28
Coordinates
PULAU INDAH 9/1/2019 N
Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
-32616.634
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Very stiff, light to medium grey, silty
-47001.419E
Hard, medium grey, silty CLAY
Standard Penetration Test Graph
11/1/2019-4.5877
Hard, medium grey, CLAY with some of
Hard, medium grey, CLAY
'N' Value
0 10 20 30 40 50
52.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 53.83
54.000 5 6 7 6 7 9 --- . . .
P26/D26 N= 29 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
55.500 3 5 6 6 7 8 --- . . .
P27/D27 N= 27 --- . . .
55.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 56.89
57.000 4 7 5 8 8 9 xx ---
P28/D28 N= 30 xx ---
57.450 xx ---
xx ---
xx ---
xx ---
xx ---
58.500 5 6 7 7 8 8 xx ---
P29/D29 N= 30 xx ---
58.950 xx ---
xx ---
xx ---
xx ---
xx ---
60.000 xx --- 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
3.06
Prepared by:
Rec : 280/450mm
Rec : 300/450mm
9/1/19 19:00 32.00
10/1/19
Very stiff, light to medium grey, clayey
SILT
3.11
Remarks :
-DITTO-
-DITTO-
Checked by:
11/1/19
Decayed
Matter10/1/19 19:00 53.00
11/1/19
32.00
9/1/19 8:30 -
8:30 53.00
68.00
Legend
Date TimeDepth of
Hole (m)
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
CLAY
Very stiff, light to medium grey, sandy
Depth
of
Casing
(m)
Depth of
Water
(m)
19:00
8:30 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 4 6 6 7 8 7 . . . ---
P30/D30 N= 28 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
-4.5877
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
clayey SAND
Legend
11/1/2019
Borehole terminated at depth 60.45m
Te
st
Description
75
mm
Depth
( m )
75
mm
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Client Type of
Boring
Boring
Dia.
(mm)
Orientation -47001.419
75
mm
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
75
mm
75
mm
Consultant
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 9/1/2019
E
Sheet Borehole Ref. No.
6 of 6
-32616.634
BH-28
N
Rec : 250/450mm
Very stiff, light to medium grey, very
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by: Prepared by:
11/1/19 8:30
11/1/19
Decayed
Matter10/1/19 19:00 53.00
53.00
19:00
9/1/19 19:00 32.00
68.00
10/1/19 8:30 32.00
9/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
5/1/2019 0.000 --- xx
--- xx
xx ---
xx ---
xx ---
xx ---
xx ---
1.500 1 0 1 0 1 0 xx ---
P1/D1 N= 2 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.98
3.000 . . . --- Top: Medium grey, very clayey SAND
UD1 . . . --- 3.35
--- xx Bottom: Medium grey, silty CLAY
--- xx
4.000 --- xx
--- xx
--- xx 4.43
4.500 1 0 1 0 1 1 xx --- Soft, medium grey, clayey SILT
P2/D2 N= 3 xx ---
4.950 xx ---
-4.5756WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 7/1/2019
W
G
Very soft, light grey, silty CLAY
Depth
( m )
2.68
Very soft, light to medium grey, clayey
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-2961
Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
PULAU INDAH 5/1/2019 NSG/1281/2018
Job No.
-32441.294
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47322.245EDate Completed
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
0.30
75
mm
75
mm
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
0.30
1.08
0.37
Rec: 300/450mm
Te
st
Legend
Rec: 890/1000mm
SILT
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Depth
( m )
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
TOPSOIL
Rec: 300/450mm
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.86
6.000 --- . . . Top: Light to medium grey, sandy CLAY
UD2 --- . . .
--- . . . Bottom: DITTO
--- . . .
7.000 --- . . .
--- . . .
--- . . . 7.43
7.500 1 0 1 1 1 1 xx --- Soft, medium grey, clayey SILT
P3/D3 N= 4 xx ---
7.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 8.91
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- ---
--- --- Bottom: DITTO
--- ---
10.000 --- ---
--- ---
--- --- 10.46
10.500 --- xx Very soft, medium grey, silty CLAY
P4/D4 N= 0 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
7/1/19
53.00
53.00
Legend Depth of
Casing
(m)
-HAMMER WEIGHT-
7/1/19
8:30 -
19:00
35.00
Remarks :
Date
5/1/19
5/1/19
8:00
65.0019:00
Time
8:30
Depth of
Water
(m)
1.43
1.57
1.48
6/1/19 19:00
Depth of
Hole (m)
35.00
6/1/19
1.55
1.54
Rec: 300/450mm
Rec: 920/1000mm
Rec: 300/450mm
Rec:900/1000mm
Rec: 280/450mm
Decayed
Matter
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.48
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.83
15.000 --- --- Top: Light to medium grey, CLAY
UD5 --- ---
--- --- Bottom: DITTO
--- ---
16.000 --- ---
--- ---
--- --- 16.47
16.500 0 1 0 1 0 1 --- xx
P6/D6 N= 2 --- xx
16.950 --- xx
CLAY
1.64
1.35
Very soft, medium to dark grey, silty
Rec : 350/450mm
Very soft, medium grey, silty CLAY
Rec: 300/450mm
Rec : 900/1000mm
-HAMMER WEIGHT-
Top: Light to medium grey, CLAY
Bottom: DITTO
Rec : 900/1000mm
1.48
Description
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
-4.5756
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Date Completed E -47322.245
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 7/1/2019
Reduced Level (mRL):
PULAU INDAH SG/1281/2018 5/1/2019 N -32441.294
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
BH-29Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T ) Sheet Borehole Ref. No.
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
2 of 6
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.96
18.000 --- ---
UD6 --- --- 18.89
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 1 1 1 1 1 2 --- xx
P7/D7 N= 5 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.83
21.000 --- ---
UD7 --- --- 21.32
--- xx
--- xx
22.000 --- xx
--- xx
--- xx
22.500 1 1 2 1 2 2 --- xx
P8/D8 N= 7 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
CRR = Core Recovery Ratio Mudstone
CLAY
Top: Light to medium grey, CLAY
Medium stiff, medium grey, silty CLAY
Top: Light to medium grey, CLAY
Bottom: Light to medium grey, silty CLAY
Medium stiff, light to medium grey, silty
Bottom: Light to medium grey, silty CLAY
0.49
1.94
0.93
Checked by: Prepared by:
53.00
7/1/19 19:00 65.00
6/1/19 8:30 35.00
7/1/19 8:00
Decayed
Matter6/1/19 19:00 53.00
5/1/19 8:30 -
5/1/19 19:00 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
Rec : 920/1000mm
Rec : 300/450mm
1.49
Rec : 350/450mm
Rec : 900/1000mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
25.000 --- xx
--- xx
--- xx
25.500 2 1 1 1 1 2 --- xx
P9/D9 N= 5 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 --- xx
UD9 --- xx 27.45
--- ---
--- ---
28.000 --- ---
--- ---
--- --- 28.48
6/1/2019 28.500 1 0 1 1 1 1 --- xx
P10/D10 N= 4 --- xx
28.950 --- xx
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 280/450mm
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Rec : 900/1000mm
Te
st Sample
No.
TC
R (
m)
75
mm
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST
75
mm
Depth
( m )
-32441.294
Thick-
ness
( m )
W
G
-4.5756
Date Completed
SOIL / STRATUM DETAILS Standard Penetration Test Graph
N
Top: Light to medium grey, silty CLAY
Reduced Level (mRL):
Date Started
Orientation
BH-29
E -47322.245
Medium stiff, medium grey, silty CLAY
Boring
Dia.
(mm)
7/1/2019
Soft, medium grey, silty CLAY
1.03
Rec : 320/450mm
Rec : 910/1000mm
Client
Sheet Borehole Ref. No.
3 of
ConsultantType of
Boring
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Coordinates
5/1/2019
Bottom: Light to medium grey, CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Top: Medium gery, silty CLAY
Bottom: DITTO
6
PULAU INDAH
6.13
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.86
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.43
31.500 2 1 2 2 1 3 --- xx
P11/D11 N= 8 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 32.84
33.000 3 3 4 5 4 4 --- . . .
P12/D12 N= 17 --- . . .
33.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 34.43
34.500 3 3 4 5 5 6 --- xx
P13/D13 N= 20 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
CRR = Core Recovery Ratio Mudstone
1.59
1.41
Rec : 280/450mm
Very stiff,medium grey, sandy CLAY
Very stiff, medium grey, silty CLAY
Rec : 900/1000mm
1.57
Rec : 300/450mm
Remarks :
65.00
35.00
Decayed
Matter
Rec : 350/450mm
5/1/19 19:00
19:00
8:00 53.007/1/19
Checked by: Prepared by:
7/1/19
6/1/19 19:00 53.00
8:30 -5/1/19
6/1/19 8:30 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
CLAY
1.38
Rec : 300/450mm
Medium stiff, medium to dark grey, silty
Top: Medium grey, CLAY
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 4 5 5 4 6 --- xx
P14/D14 N= 20 --- xx
36.450 --- xx
--- xx
--- xx
--- xx
--- xx
37.500 5 4 5 5 7 6 --- xx
P15/D15 N= 23 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.95
39.000 6 5 6 7 7 8 --- ---
P16/D16 N= 28 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 5 6 7 6 7 9 --- ---
P17/D17 N= 29 --- ---
40.950 --- ---
Reduced Level (mRL):
4.52
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Very stiff, light to medium grey, silty
Standard Penetration Test Graph
-DITTO-
Sheet Borehole Ref. No.
4 of 6
Very stiff, medium to dark grey, CLAY
5/1/2019
-4.5756
N
E
BH-29
-47322.245
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
-32441.294
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PULAU INDAH
75
mm
7/1/2019
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Field Test / Rock Cores
Sample
No.
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
CLAY
Description
TC
R (
m)
CR
R %
RQ
D % Casing
Record
-DITTO-
Te
st
75
mm
75
mm
75
mm Legend
Rec : 250/450mm
Rec : 300/450mm
Rec : 330/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Rec : 310/450mm
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 6 5 5 6 6 6 --- ---
P18/D18 N= 23 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- ---
43.500 6 5 5 6 5 5 --- ---
P19/D19 N= 21 --- ---
43.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 44.82
45.000 7 6 7 8 8 9 --- . . .
P20/D20 N= 32 --- . . .
45.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 46.49
7/1/2019 46.500 8 7 8 8 9 10 . . . ---
P21/D21 N= 35 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
CRR = Core Recovery Ratio Mudstone
1.67
5.87
SAND
Very stiff, medium grey, CLAY
-DITTO-
Hard, medium grey, sandy CLAY
Dense, medium to dark grey,very clayey
Remarks :
Rec : 300/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
7/1/19
8:30 -
5/1/19 19:00 35.00
6/1/19 8:30 35.00
Checked by:
Decayed
Matter6/1/19 19:00 53.00
Prepared by:
7/1/19 8:00 53.00
19:00 65.00
Rec : 330/450mm
Rec : 350/450mm
5/1/19
Rec : 250/450mm
Rec : 250/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 7 8 9 8 9 9 . . . ---
P22/D22 N= 35 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
49.500 8 7 9 9 11 10 . . . ---
P23/D23 N= 39 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.93
51.000 7 6 7 8 7 8 . . . xx
P24/D24 N= 30 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.48
52.500 5 6 6 5 7 8 --- ---
P25/D25 N= 26 --- ---
52.950 --- ---
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Very stiff, light to medium grey, CLAY
7/1/2019Reduced Level (mRL):
1.55
4.44
Rec : 280/450mm
Rec : 230/450mm
Rec : 250/450mm
-32441.294
Date Completed -47322.245E
-4.5756
Standard Penetration Test Graph
-DITTO-
Sheet Borehole Ref. No.
5 of 6 BH-29
Date Started Coordinates
PULAU INDAH 5/1/2019 N
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation T
est Sample
No.
TC
R (
m)
CR
R %
75
mm
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m )
Thick-
ness
( m )
Description
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
fine grain SAND
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Medium dense, medium to dark grey, silty
Rec :300/450mm
Depth
( m )R
QD
%
-DITTO-
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 5 6 5 6 6 7 --- ---
P26/D26 N= 24 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- --- 55.46
55.500 6 7 6 7 7 8 --- xx
P27/D27 N= 28 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
57.000 5 7 7 6 8 8 --- xx
P28/D28 N= 29 --- xx
57.450 --- xx
--- xx
--- xx
--- xx
--- xx
58.500 5 3 4 6 7 7 --- xx
P29/D29 N= 24 --- xx
58.950 --- xx
--- xx
--- xx
--- xx
--- xx
60.000 --- xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
CRR = Core Recovery Ratio Mudstone
4.54
2.98
Very stiff, medium grey, CLAY
Rec : 250/450mm
Rec : 300/450mm
Depth of
Water
(m)
Rec : 250/450mm
Rec : 270/450mm
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:305/1/19
Checked by:
7/1/19 19:00 65.00
-
8:00 53.00
Decayed
Matter6/1/19 19:00 53.00
7/1/19
6/1/19 8:30 35.00
Prepared by:
Remarks :
Very stiff, medium grey, silty CLAY
5/1/19 19:00 35.00
Rec :300/450mm
-DITTO-
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 7 7 9 8 8 --- . . .
P30/D30 N= 33 --- . . .
60.450 --- . . .
--- . . .
--- . . .
--- . . . 60.45
Hard, medium to dark grey, sandy CLAY
Reduced Level (mRL):
0.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 7/1/2019
Rec : 200/450mm
Sheet Borehole Ref. No.
6 of 6
-32441.294
BH-29
N
Job No.
SG/1281/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 5/1/2019
-47322.245
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
Thick-
ness
( m )
W
G
-4.5756
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
Borehole terminated at depth 60.45m
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone68.00 -
CRR = Core Recovery Ratio Mudstone
8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Checked by:
7/1/19
5/1/19 19:00 35.00
65.00
6/1/19 8:30 35.00
19:00
Decayed
Matter6/1/19 19:00 53.00
8:00
7/1/19
Prepared by:
53.00
5/1/19
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
9/1/2019 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
10/1/2019 --- ---
10:30 --- --- 2.94
(3.0m) 3.000 --- xx Top: Light to medium grey, silty CLAY
UD1 --- xx 3.37
--- --- Bottom: Light to medium grey, CLAY
--- ---
4.000 --- ---
--- ---
--- --- 4.43
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
TOPSOIL
Rec: 300/450mm
2.64
-HAMMER WEIGHT-
-4.5587
SG/1281/2018
Very soft, light to medium grey, CLAY
Very soft, light grey, silty CLAY0.30
11/1/2019Vertical
N -32223.655
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
100ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
1
Sheet
Boring
Dia.
(mm)
Date Completed
W
G
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
PULAU INDAH 9/1/2019
Client Consultant
Borehole Ref. No.
E
Depth
( m )
Reduced Level (mRL):
Job No.
of
Coordinates
BH-306
Type of
Boring Orientation -47700.018
Depth
( m )Legend
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
RecordDescription
Thick-
ness
( m )
75
mm
Te
st
75
mm
75
mm
75
mm
-HAMMER WEIGHT-
75
mm
-3.37
0.43
0.30
Rec: 870/1000mm
Rec: 320/450mm
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.94
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- ---
--- --- Bottom: DITTO
--- ---
10.000 --- ---
--- ---
--- --- 10.47
10.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P4/D4 N= 2 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 350/450mm
-HAMMER WEIGHT-
Decayed
Matter10/1/19
Rec: 300/450mm
9/1/19 19:00
11/1/19
10/1/19
9/1/19 8:30
11/1/19
8:30
Legend Depth of
Casing
(m)
35.00
19:00 68.00
35.008:30
56.00
56.00
19:00
4.51
Remarks :
-
Depth of
Water
(m)
1.53
Time
1.53
Rec: 850/1000mm
Rec: 900/1000mm
DateDepth of
Hole (m)
Rec: 320/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.48
13.500 0 1 0 1 0 1 --- xx
P5/D5 N= 2 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.97
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.49
16.500 1 0 1 0 1 1 --- xx
P6/D6 N= 3 --- xx
16.950 --- xx
11/1/2019Reduced Level (mRL):
1.48
1.49
1.52
Standard Penetration Test Graph
Top: Light to medium grey, CLAY
W
G
SG/1281/2018 N
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 900/1000mm
Depth
( m )
75
mm
75
mm
Rec : 300/450mm
Rec : 900/1000mm
Soft, medium grey, silty CLAY
Rec : 350/450mm
Top: Light to medium grey, CLAY
Very soft, medium grey, silty CLAY
-4.5587
6
E
-32223.655
-47700.018
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SOIL / STRATUM DETAILS
PULAU INDAH 9/1/2019
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
SAMPLE / INSITU TEST
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-30
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
Job No.
Te
st
Orientation Consultant
LegendDepth
( m )
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
Bottom: DITTO
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )TC
R (
m)
Bottom: DITTO
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx 18.36
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.43
19.500 1 0 1 0 1 0 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.96
21.000 --- . . .
UD7 --- . . .
--- . . .
--- . . .
22.000 --- . . .
--- . . .
--- . . . 22.47
22.500 1 1 2 1 1 1 --- xx
P8/D8 N= 5 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.87
Rec : 890/1000mm
Very soft, medium grey, silty CLAY
Medium stiff, medium grey, silty CLAY
19:00
Rec : 300/450mm
35.00
Rec : 350/450mm
9/1/19 8:30 -
10/1/19
11/1/19 19:00 68.00
1.51
35.00
1.53
1.07
1.53
Depth of
Hole (m)
9/1/19
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
8:30 56.00
8:30
Decayed
Matter10/1/19
Rec : 900/1000mm
Rec : 300/450mm
Top: Light to medium grey, sandy CLAY
56.0019:00
11/1/19
Prepared by: Checked by:
Bottom: DITTO
Top: Light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.47
25.500 2 1 2 1 1 2 --- xx
P9/D9 N= 6 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 --- xx
UD9 --- xx 27.31
--- --- Bottom: Light to medium grey, CLAY
--- ---
28.000 --- ---
--- ---
--- --- 28.45
10/1/2019 28.500 1 1 2 1 1 1 --- xx
P10/D10 N= 5 --- xx
28.950 --- xx
11/1/2019Reduced Level (mRL):
1.47
1.84
1.14
W
G
-4.5587
CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Te
st Sample
No.
TC
R (
m)
Medium stiff, light to medium grey, silty
CR
R %
RQ
D %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
-32223.655
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
BH-30
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 9/1/2019 N
Sheet Borehole Ref. No.
3 of 6
E -47700.018
Rec : 320/450mm
Rec : 890/1000mm
Rec : 920/1000mm
Rec : 300/450mm
Top: Light to medium grey, CLAY
Bottom: DITTO
Top: Light to medium grey, silty CLAY
Medium stiff, light to medium grey, silty
CLAY
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.99
30.000 --- ---
UD10 --- ---
--- ---
--- ---
31.000 --- ---
--- ---
--- --- 31.45
31.500 2 1 2 1 2 2 --- xx
P11/D11 N= 7 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 32.98
33.000 4 4 5 5 4 6 . . . ---
P12/D12 N= 20 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
34.500 3 5 4 5 6 6 . . . ---
P13/D13 N= 21 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Bottom: Light to medium grey, CLAY
Medium stiff, medium grey, silty CLAY
Prepared by:
11/1/19
1.53
19:00 68.00
Checked by:
Remarks :
10/1/19 8:30 35.00
9/1/19 19:00 35.00
8:30 56.00
11/1/19
Decayed
Matter10/1/19 19:00 56.00
9/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
3.02
organic matter
Medium dense, medium to dark grey,
clayey fine grain SAND with trace of
Rec : 290/450mm
Rec : 900/1000mm
Rec : 320/450mm
Rec : 300/450mm
Rec : 290/450mm
Top: Light to medium grey, CLAY
1.46
1.54
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 4 3 4 5 6 7 . . . ---
P14/D14 N= 23 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 37.48
37.500 5 6 7 7 9 9 --- ---
P15/D15 N= 32 --- ---
37.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 38.93
39.000 6 5 6 7 7 9 . . . ---
P16/D16 N= 29 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 6 6 7 7 8 8 . . . ---
P17/D17 N= 30 . . . ---
40.950 . . . ---
Reduced Level (mRL):
Medium dense, medium to dark grey,
ROTARY
WASH100 Vertical
Boring
Dia.
(mm)
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
N
E
Medium dense, medium to dark grey,
9/1/2019
-4.5587
Description
11/1/2019
Medium dense, medium grey, clayey fine
Sheet Borehole Ref. No.
4 of 6 BH-30
-47700.018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32223.655
Client ConsultantType of
Boring Orientation Date Completed
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
Depth
( m )
HSS INTEGRATED SDN. BHD.
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
very clayey SAND
clayey fine grain SAND
trace of organic matter
grain SAND
Dense, light to medium grey, CLAY with
1.48
1.45
2.96
Rec : 270/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 270/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.89
42.000 5 4 5 4 4 5 --- . . .
P18/D18 N= 18 --- . . .
42.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 43.47
43.500 9 5 4 5 5 5 --- xx
P19/D19 N= 19 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
45.000 5 4 4 6 5 5 --- xx
P20/D20 N= 20 --- xx
45.950 --- xx
--- xx
--- xx
--- xx
--- xx
46.500 5 5 4 5 6 6 --- xx
P21/D21 N= 22 --- xx
46.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
9/1/19 8:30 -
9/1/19 19:00 35.00
10/1/19 8:30 35.00
Decayed
Matter10/1/19 19:00 56.00
Checked by:
11/1/19
Prepared by:
11/1/19 8:30 56.00
19:00 68.00
Rec : 250/450mm
CLAY
Very stiff, medium to dark grey, sandy
Rec : 270/450mm
-DITTO-
Very stiff, medium grey, silty CLAY
1.58
Rec : 270/450mm
Rec : 270/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 4 5 4 5 6 --- xx
P22/D22 N= 20 --- xx
48.450 --- xx
--- xx
--- xx
--- xx
--- xx 49.48
11/1/2019 49.500 3 4 5 5 4 5 --- . . .
P23/D23 N= 19 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
51.000 4 3 4 5 5 4 --- . . .
P24/D24 N= 18 --- . . .
51.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
52.500 3 4 3 5 5 0 --- . . .
P25/D25 N= 19 --- . . .
52.950 --- . . .
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-47700.018E
-4.5587
Standard Penetration Test Graph
11/1/2019Reduced Level (mRL):
W
G
-DITTO-
-DITTO-
Very stiff, light to medium grey, sandy
6.01
4.47
-32223.655
-DITTO-
SOIL / STRATUM DETAILS
CLAY
Sheet Borehole Ref. No.
5 of 6 BH-30
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 9/1/2019 N
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
75
mm
75
mm
CR
R %
75
mm
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST
Legend
75
mm
Depth
( m )
Thick-
ness
( m )
Description
Rec : 250/450mm
Rec : 300/450mm
Rec : 270/450mm
Rec : 190/450mm
'N' Value
0 10 20 30 40 50
52.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 53.95
54.000 3 4 5 4 4 4 --- xx
P26/D26 N= 17 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx 55.50
55.500 4 3 4 5 5 4 --- ---
P27/D27 N= 18 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 5 4 3 4 5 5 --- ---
P28/D28 N= 12 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 4 5 4 5 5 5 --- ---
P29/D29 N= 19 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
CLAY
Very stiff, light to medium grey, CLAY
Legend
Date TimeDepth of
Hole (m)
Rec : 270/450mm
Rec : 280/450mm
Rec : 280/450mm
Depth
of
Casing
(m)
Depth of
Water
(m)
19:00
8:30 35.00
9/1/19 8:30 -
68.00
9/1/19
8:30 56.00
Checked by:
11/1/19
Prepared by:
Decayed
Matter10/1/19 19:00 56.00
11/1/19
Very stiff, light to medium grey, silty
19:00 35.00
10/1/19
-DITTO-
Remarks :
Rec : 300/450mm
Rec : 190/450mm
1.55
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 4 5 6 6 6 --- ---
P30/D30 N= 23 --- ---
60.450 --- ---
--- ---
--- --- 60.45
Reduced Level (mRL):
4.95
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Depth
( m )
75
mm
75
mm
ROTARY
WASH100 Vertical 11/1/2019
Sheet Borehole Ref. No.
6 of 6
-DITTO-
BH-30
N
-47700.018
-32223.655
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
HSS INTEGRATED SDN. BHD.
Rec : 300/450mm
Description
PULAU INDAH 9/1/2019
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
CR
R %
RQ
D % Casing
Record
75
mm
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Thick-
ness
( m )
W
G
-4.5587
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Borehole terminated at depth 60.45m
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
9/1/19 8:30 -
56.00
19:00
9/1/19 19:00 35.00
68.00
10/1/19 8:30 35.00
11/1/19
Decayed
Matter10/1/19 19:00 56.00
Checked by: Prepared by:
11/1/19 8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
20/12/2018 0.000 --- xx
--- xx
xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
1.500 0 1 0 1 1 1 xx . . .
P1/D1 N= 3 xx . . .
1.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 2.94
3.000 --- --- Top: Light to medium grey, CLAY
UD1 --- ---
--- --- Bottom: DITTO
--- ---
4.000 --- ---
--- ---
--- --- 4.49
4.500 0 1 0 0 1 1 --- xx Very soft, light to medium grey, silty
P2/D2 N= 2 --- xx CLAY
4.950 --- xx
61
0.30
Date Completed
W
G
Very soft, light grey, silty CLAY
Depth
( m )
Date Started
PULAU INDAH 20/12/2018 N
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-31
-32003.628
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -48073.818E
75
mm
75
mm
Depth
( m ) Te
st
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Standard Penetration Test Graph
Legend
75
mm
75
mm
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
0.30
Soft, light to medium grey, sandy SILT
TOPSOIL
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
Rec: 400/450mm
2.64
1.55
-5.8008
SG/1281/2018
Job No.
22/12/2018Vertical100ROTARY
WASH
Rec: 400/450mm
Rec: 920/1000mm
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.97
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
7.000 --- xx
--- xx
--- xx
7.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P3/D3 N= 2 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.93
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- --- 9.40
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
10.000 --- xx
--- xx
--- xx
10.500 --- xx Very soft, medium to dark grey, silty
P4/D4 N= 0 --- xx CLAY with trace of organic matter
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
19:00
36.00
22/12/18
54.00
54.00
-HAMMER WEIGHT-
22/12/18
8:30
8:30 -
8:00
72.0019:00
Time
Decayed
Matter21/12/18 19:00
Depth of
Hole (m)
36.00
21/12/18
Date
20/12/18
Depth of
Casing
(m)
20/12/18
Depth of
Water
(m)
Remarks : Legend
Rec: 300/450mm
Rec: 910/1000mm
Rec: 350/450mm
Rec: 900/1000mm
Rec: 400/450mm
1.48
-5.97
2.60
0.47
8.93
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.48
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 15.90
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- ---
16.500 --- ---
P6/D6 N= 0 --- ---
16.950 --- ---
CLAY with trace of organic matter
Very soft, medium to dark grey, silty-HAMMER WEIGHT-
-HAMMER WEIGHT-
Rec : 400/450mm
Rec : 900/1000mm
Rec : 300/450mm
Bottom: DITTO
Top: Light to medium grey, CLAY
Very soft, light to medium grey, CLAY
Bottom: DITTO
Legend
75
mm
Depth
( m )
75
mm
W
G
SOIL / STRATUM DETAILS
Rec : 870/1000mm
6
-32003.628N
2.04
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
1.48
PULAU INDAH 20/12/2018
Date Completed
-5.8008
of2 BH-31
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Top: Light to medium grey, CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
2.42
Te
st
TC
R (
m)
Depth
( m )
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E -48073.818
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
Reduced Level (mRL):
'N' Value
0 10 20 30 40 50
16.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 17.94
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx 19.43
19.500 --- ---
P7/D7 N= 0 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 0 1 0 1 1 1 --- ---
P8/D8 N= 3 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- ---
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
-HAMMER WEIGHT-
Rec : 300/450mm
Rec : 900/1000mm
Rec : 350/450mm
Rec : 250/450mm
Rec : 900/1000mm
Bottom: DITTO
Very soft, light to medium grey, CLAY
8:30 -
36.00
19:00
22/12/18 19:00
1.49
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Decayed
Matter21/12/18
Top: Light to medium grey, CLAY
72.00
20/12/18
54.0019:00
22/12/18 8:00 54.00
8:3021/12/18
36.00
Bottom: DITTO
Top: Light to medium grey, silty CLAY
20/12/18
Soft, medium grey, CLAY with trace of
organic matter
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- --- 14.37
--- xx
--- xx
25.000 --- xx
--- xx
--- xx
21/12/2018 25.500 1 1 1 1 1 2 --- xx
P9/D9 N= 5 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 27.89
27.000 --- ---
UD9 --- --- 27.33
--- xx
--- xx
28.000 --- xx
--- xx
--- xx
28.500 0 1 0 1 1 2 --- xx
P10/D10 N= 4 --- xx
28.950 --- xxRec : 300/450mm
Rec : 910/1000mm
Rec : 270/450mm
Rec : 870/1000mm
75
mm
CR
R %
RQ
D %
Description
Field Test / Rock Cores
Casing
RecordLegend
75
mm
75
mm
75
mm
75
mm
SAMPLE / INSITU TEST
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Thick-
ness
( m )
W
G
-5.8008
Date Completed
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Boring
Dia.
(mm)
Depth
( m )
Orientation
BH-31
E -48073.818
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
PULAU INDAH -32003.628
with some of organic matter
20/12/2018 N
Top: Light to medium grey, sandy CLAY
Client ConsultantType of
Boring
Medium stiff, light to medium grey, silty
Date Started
Soft, light to medium grey, silty CLAY
Sheet Borehole Ref. No.
3 of 6
Coordinates
CLAY
Bottom: Light to medium grey, silty CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/12/2018
Reduced Level (mRL):
-0.56
13.52
-5.06Top: Light to medium grey, CLAY
Bottom: Light to medium grey, silty CLAY
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
30.000 --- xx
UD10 --- xx
--- xx
--- xx
31.000 --- xx
--- xx
--- xx
31.500 1 1 2 2 1 1 --- xx
P11/D11 N= 6 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
33.000 --- xx
UD11 --- xx
--- xx
--- xx
34.000 --- xx
--- xx
--- xx 34.47
34.500 1 2 2 2 2 3 --- ---
P12/D12 N= 9 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Remarks :
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Rec : 300/450mm
Rec : 900/1000mm
72.00
36.00
Stiff, medium grey, CLAY with some of
organic matter
20/12/18 19:00
19:00
54.00
22/12/18
8:30
Prepared by:
22/12/18
36.00
8:00
Checked by:
Depth of
Water
(m)
Decayed
Matter21/12/18 19:00 54.00
8:30 -20/12/18
21/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 850/1000mm
Rec : 270/450mm
Rec : 300/450mm
with some of organic matter
Medium stiff, medium grey, silty CLAY
Bottom: DITTO
Top: Light to medium grey, silty CLAY
1.53
7.14
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 1 1 2 2 2 2 --- xx
P13/D13 N= 8 --- xx
36.450 --- xx
--- xx
--- xx
--- xx
--- xx
37.500 2 2 2 1 2 3 --- xx
P14/D14 N= 8 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.69
39.000 1 2 3 2 3 2 --- ---
P15/D15 N= 10 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- ---
40.500 2 2 2 4 3 3 --- ---
P16/D16 N= 12 --- ---
40.950 --- ---
Medium stiff, light to medium grey, silty
N
E
Stiff, light to medium grey, CLAY
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH
Sheet Borehole Ref. No.
4 of 6
20/12/2018
Reduced Level (mRL):22/12/2018
BH-31
-48073.818
Stiff, light to medium grey, CLAY
Medium stiff, light to medium grey, silty
CLAY with trace of organic matter
-32003.628
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Standard Penetration Test Graph
Depth
( m )
Field Test / Rock Cores
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
CLAY
Description
Te
st
75
mm
75
mm
75
mm Legend
Rec : 300/450mm
Rec : 270/450mm
Rec : 250/450mm
Rec : 300/450mm
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
-5.8008
2.69
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
'N' Value
0 10 20 30 40 50
40.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
42.000 2 3 2 3 4 4 --- ---
P17/D17 N= 13 --- ---
42.450 --- ---
--- ---
--- ---
--- ---
--- --- 43.47
22/12/2018 43.500 2 2 3 3 4 4 --- xx
P18/D18 N= 14 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 44.93
45.000 3 3 4 3 4 5 --- xx
P19/D19 N= 16 --- xx
45.950 --- xx
--- xx
--- xx
--- xx
--- xx
46.500 4 5 5 5 4 5 --- xx
P20/D20 N= 19 --- xx
46.950 --- xx
--- xx
--- xx
--- xx
--- xx
48.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
-DITTO-
Very stiff, light to medium grey, CLAY
Depth of
Water
(m)
Remarks :
36.00
20/12/18
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
22/12/18
8:30 -
20/12/18 19:00 36.00
21/12/18 8:30
Checked by:
Decayed
Matter21/12/18 19:00 54.00
Prepared by:
22/12/18 8:00 54.00
19:00 72.00
Rec : 310/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Rec : 300/450mm
Stiff, light to medium grey, silty CLAY
4.78
1.46
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 5 5 7 7 7 --- xx
P21/D21 N= 26 --- xx
48.450 --- xx
--- xx
--- xx
--- xx
--- xx 49.42
49.500 4 5 7 6 7 9 --- . . .
P22/D22 N= 29 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 50.99
51.000 5 4 5 6 6 8 --- xx
P23/D23 N= 25 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx 52.45
52.500 5 4 5 5 7 7 --- . . .
P24/D24 N= 24 --- . . .
52.950 --- . . .
CLAY
Rec : 270/450mm
Rec : 250/450mm
Rec : 290/450mm
BH-31
-32003.628
Date Completed
Date Started Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
CLAY
-48073.818E
Reduced Level (mRL):
Standard Penetration Test Graph
22/12/2018-5.8008
20/12/2018 N
Sheet Borehole Ref. No.
5 of 6
Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
RQ
D %
PULAU INDAH
W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Depth
( m )
Depth
( m )
Thick-
ness
( m )
Description
-DITTO-7
5m
m
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Rec : 300/450mm
CLAY
Very stiff, light to medium grey, sandy
Very stiff, light to medium grey, silty
Very stiff, light to medium grey, sandy
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
4.49
1.57
1.46
Vertical
'N' Value
0 10 20 30 40 50
52.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 53.94
54.000 6 5 6 7 7 9 --- xx
P25/D25 N= 29 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx
55.500 5 4 5 6 7 8 --- xx
P26/D26 N= 26 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
57.000 6 6 7 7 8 8 --- xx
P27/D27 N= 30 --- xx
57.450 --- xx
--- xx
--- xx
--- xx
--- xx
58.500 5 4 6 6 7 8 --- xx
P28/D28 N= 27 --- xx
58.950 --- xx
--- xx
--- xx
--- xx
--- xx
60.000 --- xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 300/450mm
Depth of
Water
(m)
Rec : 250/450mm
Rec : 300/450mm
-
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
8:3020/12/18
8:00 54.00
Checked by:
22/12/18 19:00
Prepared by:
Decayed
Matter21/12/18 19:00 54.00
22/12/18
Remarks :
-DITTO-
72.00
20/12/18 19:00 36.00
21/12/18 8:30 36.00
-DITTO-
Rec : 300/450mm
-DITTO-6.06
Very stiff, medium grey, silty CLAY
1.49
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 5 6 7 6 7 --- ---
P29/D29 N= 26 --- ---
60.450 --- ---
--- ---
--- ---
--- --- 60.45
Rec : 300/450mm
Very stiff, light to medium grey, CLAY
BH-31
N
Coordinates
Date Completed
PULAU INDAH 20/12/2018
Sheet Borehole Ref. No.
6 of 6
-32003.628
E
Legend
75
mm
75
mm
Consultant
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
Client Type of
Boring
Boring
Dia.
(mm)
Orientation -48073.818
75
mm
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
Borehole terminated at depth 60.45m
ROTARY
WASH100 Vertical 22/12/2018
-5.8008
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
20/12/18 19:00 36.00
72.00
21/12/18 8:30 36.00
8:00
22/12/18
Decayed
Matter21/12/18 19:00 54.00
19:00
22/12/18
Checked by: Prepared by:
54.00
20/12/18
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12/12/2018 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
3.000 --- ---
UD1 --- ---
--- ---
--- ---
4.000 --- ---
--- ---
--- --- 4.45
4.500 --- xx
P2/D2 N= 0 --- xx
4.950 --- xx
TOPSOIL
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-HAMMER WEIGHT- Very soft, light to medium grey, silty
CLAY
Top: Light to medium grey, CLAY
Bottom: DITTO
-HAMMER WEIGHT-
75
mm
Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
-48308.370
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
0.30
W
GLegend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Rec: 400/450mm
75
mm
Rec: 400/450mm
Client ConsultantType of
Boring
75
mm
75
mm
75
mm
Depth
( m )
Date Started
PULAU INDAH 12/12/2018 N -31779.295
Boring
Dia.
(mm)
Orientation
Depth
( m )
E
SG/1281/2018
14/12/2018Vertical
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-326
Very soft, light to medium grey, CLAY
1
Very soft, light grey, silty CLAY0.30
Date Completed
Job No.
100ROTARY
WASHHSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
-4.5817
4.15
Rec: 870/1000mm
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.90
6.000 --- ---
UD2 --- --- 6.20
--- . . .
--- . . .
7.000 --- . . .
--- . . .
--- . . . 7.40
7.500 --- xx
P3/D3 N= 0 --- xx
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.95
9.000 --- ---
UD3 --- --- 9.40
--- xx
--- xx
10.000 --- xx
--- xx
--- xx
10.500 0 1 0 1 0 1 --- xx
P4/D4 N= 2 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
Very soft, light to medium grey, silty
CLAY with a trace of gravel
Bottom: Light to medium grey, silty CLAY
Top: Light to medium grey, CLAY
Very soft, light to medium grey, silty
CLAY
Bottom: Light to medium grey, sandy
CLAY
-HAMMER WEIGHT-
0.45
2.60
1.55
Top: Light to medium grey, CLAY
Decayed
Matter13/12/18 19:00
1.45
Rec: 890/1000mm
Rec: 900/1000mm
14/12/18 8:30 50.00
71.0014/12/18 19:00
Depth of
Hole (m)
50.00
12/12/18 19:00
38.00
38.00
13/12/18 8:30
Legend Remarks :
12/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Date Time
1.20
0.30
Rec: 300/450mm
Rec: 370/450mm
Rec: 400/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.40
13.500 0 1 0 1 1 1 --- . . .
P5/D5 N= 3 --- oo
13.950 --- . . .
--- . . .
oo . . .
--- . . .
--- . . .
--- . . . 15.00
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.45
16.500 0 1 0 1 1 1 --- . . .
P6/D6 N= 3 --- . . .
16.950 --- . . .
Soft, light to medium grey, sandy CLAY
Rec : 400/450mm
Top: Light to medium grey, CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Rec : 920/1000mm
Bottom: DITTO
with some of gravel
Bottom: DITTO
Soft, light to medium grey, sandy CLAY
Depth
( m )
75
mm
W
G
75
mm
Casing
Record
Thick-
ness
( m )
SAMPLE / INSITU TEST SOIL / STRATUM DETAILST
CR
(m
)
Depth
( m )Legend
75
mm
Te
st
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
75
mm
75
mm Description
6
Sheet Borehole Ref. No.
of2 BH-32
1.40
1.60
1.45
Top: Light to medium grey, CLAY
Rec : 890/1000mm
Rec : 250/450mm
with some organic matter
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -31779.295
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 14/12/2018
Reduced Level (mRL):
-4.5817
Orientation Date Completed E -48308.370
'N' Value
0 10 20 30 40 50
16.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
18.000 --- . . .
UD6 --- . . .
--- . . .
--- . . .
19.000 --- . . .
--- . . .
--- . . . 19.55
19.500 0 1 0 1 0 1 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.85
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.40
22.500 1 1 1 1 1 1 --- xx
P8/D8 N= 4 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 400/450mm
Rec : 890/1000mm
Rec : 300/450mm
CLAY
Top: Light to medium grey, sandy CLAY
Bottom: DITTO
Very soft, light to medium grey, silty
Decayed
Matter13/12/18
14/12/18 19:00 71.00
Checked by:
8:30 50.00
Prepared by:
8:30
19:00 38.00
13/12/18
14/12/18
Date
Rec : 910/1000mm
Top: Light to medium grey, CLAY
12/12/18
50.00
12/12/18 8:30 -
38.00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Bottom: DITTO
3.10
1.30
1.55
1.60
Depth of
Hole (m)
Soft, light to medium grey, silty CLAY
19:00
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- ---
25.500 1 1 1 1 1 1 --- ---
P9/D9 N= 4 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 26.90
27.000 --- xx
UD9 --- xx 27.40
--- ---
--- ---
28.000 --- ---
--- ---
--- ---
13/12/2018 28.500 1 1 2 1 2 2 --- ---
P10/D10 N= 7 --- ---
28.950 --- ---
Medium stiff, light to medium grey, CLAY
Top: Light to medium grey, CLAY
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Top: Light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
Bottom: DITTO
Sheet Borehole Ref. No.
3 of 6 BH-32
2.55
0.50
Soft, light to medium grey, CLAY2.90
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
Rec : 900/1000mm
Rec : 250/450mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
W
G
Rec : 900/1000mm
Rec : 250/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -31779.295
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48308.370
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 14/12/2018
Reduced Level (mRL):
-4.5817
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 29.95
30.000 --- xx
UD10 --- xx
--- xx
--- xx
31.000 --- xx
--- xx
--- xx 31.40
31.500 1 2 2 2 2 2 --- ---
P11/D11 N= 8 --- ---
31.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
33.000 2 3 3 4 3 5 --- ---
P12/D12 N= 15 --- ---
33.450 --- ---
--- ---
--- ---
--- ---
--- ---
34.500 2 3 3 4 4 4 --- ---
P13/D13 N= 15 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- --- 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
Medium stiff, light to medium grey, CLAY
Stiff, light to medium grey, CLAY
Bottom: DITTO
1.45
Top: Light to medium grey, silty CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter13/12/18 19:00 50.00
12/12/18 8:30 -
12/12/18 19:00 38.00
8:30 50.00
14/12/18 19:00 71.00
Checked by:
13/12/18 8:30 38.00
Prepared by:
14/12/18
Remarks :
4.60
Rec : 250/450mm
Rec : 920/1000mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 3 4 4 4 6 . . . --- Medium dense, light to medium grey, very
P14/D14 N= 18 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 4 3 3 5 5 5 . . . ---
P15/D15 N= 18 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 4 4 3 4 5 7 . . . ---
P16/D16 N= 19 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
14/12/2018 40.500 5 6 6 7 7 7 . . . ---
P17/D17 N= 27 . . . ---
40.950 . . . ---
clayey SAND
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Medium dense, light to medium grey,
-DITTO-
75
mm Legend
Field Test / Rock Cores
75
mm
clayey SAND
Thick-
ness
( m )
W
GDescription
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
75
mm
75
mm
E -48308.370
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Depth
( m )
Sheet Borehole Ref. No.
4 of 6 BH-32
-DITTO-
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 300/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -31779.295
14/12/2018
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-4.5817
7.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 5 5 7 7 9 10 . . . ---
P18/D18 N= 33 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.45
43.500 6 6 5 7 7 10 . . . xx
P19/D19 N= 28 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 44.95
45.000 4 5 5 5 5 5 . . . ---
P20/D20 N= 20 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
46.500 5 4 5 6 6 6 . . . ---
P21/D21 N= 23 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
clayey SAND
Dense, light to medium grey, clayey
14/12/18 8:30 50.00
19:00 71.00
Checked by:
14/12/18
Prepared by:
13/12/18 8:30 38.00
Decayed
Matter13/12/18 19:00 50.00
12/12/18 8:30 -
12/12/18 19:00 38.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
SAND
Rec : 300/450mm
Rec : 300/450mm
Medium dense, light to medium grey,
silty fine grain SAND
Very stiff, light to medium grey, very
Rec : 300/450mm
Rec : 250/450mm
Rec : 250/450mm
1.50
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 6 6 7 7 9 9 . . . ---
P22/D22 N= 32 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
49.500 6 7 7 9 9 10 . . . ---
P23/D23 N= 35 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
51.000 7 6 7 7 8 9 . . . ---
P24/D24 N= 31 . . . ---
51.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 52.45
52.500 4 5 4 5 5 7 --- ---
P25/D25 N= 21 --- ---
52.950 --- ---
Rec : 270/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SAND
-DITTO-
-DITTO-
Very stiff, light to medium grey, CLAY
75
mm
75
mm
75
mm
75
mm
75
mm
Rec : 300/450mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Description
Dense, light to medium grey, clayey
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
7.50
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Rec : 250/450mm
Rec : 250/450mm
Sheet Borehole Ref. No.
5 of 6 BH-32
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -31779.295
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48308.370
Reduced Level (mRL):
-4.5817WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 14/12/2018
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 4 5 5 5 6 6 --- ---
P26/D26 N= 22 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 5 4 5 6 5 5 --- ---
P27/D27 N= 21 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 4 5 6 6 6 7 --- ---
P28/D28 N= 25 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 5 4 4 6 6 7 --- ---
P29/D29 N= 23 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
71.00
Depth of
Water
(m)
-DITTO-
-DITTO-
Prepared by:
Remarks :
-DITTO-
Decayed
Matter13/12/18 19:00 50.00
14/12/18
12/12/18 8:30 -
8:30 50.00
Checked by:
14/12/18 19:00
12/12/18 19:00 38.00
13/12/18 8:30 38.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 250/450mm
Rec : 250/450mm
Rec : 300/450mm
Rec : 250/450mm
Rec : 200/450mm
Very stiff, light to medium grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 4 6 6 7 7 7 --- ---
P30/D30 N= 27 --- ---
60.450 --- ---
--- ---
--- --- 60.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Borehole terminated at depth 60.45m
Depth
( m )
-DITTO-
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
BH-32
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
8.00
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6
Rec : 250/450mm
Coordinates
PULAU INDAH SG/1281/2018 12/12/2018 N -31779.295
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48308.370
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 14/12/2018
Reduced Level (mRL):
-4.5817
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
14/12/18 8:30 50.00
19:00
Decayed
Matter
Checked by:
71.00
13/12/18 8:30 38.00
14/12/18
13/12/18 19:00 50.00
12/12/18 8:30 -
12/12/18 19:00 38.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
16/12/2018 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 --- ---
P1/D1 N= 0 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
3.000 --- --- Top: Light to medium grey, CLAY
UD1 --- --- 3.30
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
4.000 --- xx
--- xx
--- xx 4.40
4.500 --- --- Very soft, light to medium grey, CLAY
P2/D2 N= 0 --- ---
4.950 --- ---
TOPSOIL
-HAMMER WEIGHT-
E -48258.341
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
0.30
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
Depth
( m )Legend
75
mm
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
75
mm
75
mm
Depth
( m )Te
st
BH-336
Date Started
PULAU INDAH 16/12/2018 N -32324.351
1
Very soft, light grey, silty CLAY0.30
Date Completed
of
18/12/2018Vertical
Very soft, light to medium grey, CLAY
-HAMMER WEIGHT-
Rec: 900/1000mm
-4.8734
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Coordinates
WESTPORTS (M) DDN. BHD.
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
100ROTARY
WASHHSS INTEGRATED SDN. BHD.
3.00
1.10
Rec: 400/450mm
Rec: 350/450mm
'N' Value
0 10 20 30 40 50
4.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
6.000 --- --- Top: Light to medium grey, CLAY
UD2 --- ---
--- --- Bottom: DITTO
--- ---
7.000 --- ---
--- ---
--- --- 7.45
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 9.00
9.000 --- --- Top: Light to medium grey, CLAY
UD3 --- --- 9.40
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
10.000 --- xx
--- xx
--- xx 10.45
10.500 --- --- Very soft, light to medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFFSHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
Decayed
Matter17/12/18 19:00
-HAMMER WEIGHT-
18/12/18 8:30 53.00
71.00
8:30
53.00
18/12/18 19:00
Depth of
Hole (m)
16/12/18 19:00
35.00
35.00
17/12/18
Legend Remarks :
16/12/18 8:30 -
Depth of
Water
(m)
Depth of
Casing
(m)
Date Time
-HAMMER WEIGHT-
3.05
1.05
0.40
1.55
Rec: 910/1000mm
Rec: 910/1000mm
Rec: 300/450mm
Rec: 350/450mm
Rec: 400/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- ---
13.500 0 1 0 1 0 1 --- ---
P5/D5 N= 2 --- ---
13.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
15.000 --- ---
UD5 --- --- 15.50
--- . . .
--- . . .
16.000 --- . . .
--- . . .
--- . . . 16.40
16.500 0 1 1 1 0 1 --- xx
P6/D6 N= 3 --- xx
16.950 --- xx
Bottom: Light to medium grey, sandy
CLAY
Very soft, light to medium grey, CLAY
Depth
( m )Legend
75
mm
Depth
( m )
75
mm
W
G
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
TC
R (
m)
Top: Light to medium grey, CLAY
75
mm
75
mm
75
mm Description
Soft, light to medium grey, silty CLAY
BH-33
Standard Penetration Test Graph
6
E -48258.341
Bottom: Light to medium grey, CLAY
Vertical 18/12/2018Reduced Level (mRL):
Sheet Borehole Ref. No.
of
75
mm
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Casing
Record
Thick-
ness
( m )
Te
st
2
0.90
Top: Light to medium grey, sandy CLAY
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -32324.351
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Rec : 880/1000mm
Rec : 350/450mm
Rec : 900/1000mm
Rec : 350/450mm
-4.8734
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
5.05
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Client
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.90
18.000 --- ---
UD6 --- --- 18.30
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 0 1 0 1 0 1 --- xx
P7/D7 N= 2 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 20.95
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- ---
22.500 0 1 0 1 1 1 --- ---
P8/D8 N= 3 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Very soft, light to medium grey, silty
CLAY
Bottom: Light to medium grey, silty CLAY
Bottom: Light to medium grey, CLAY
Top: Light to medium grey, CLAY
Top: Light to medium grey, CLAY
Checked by:
18/12/18 19:00 71.00
8:30 53.00
Prepared by:
18/12/18
Decayed
Matter17/12/18 53.0019:00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
2.65
Soft, light to medium grey, CLAY
Depth of
Hole (m)
Rec : 800/1000mm
0.40
1.50
3.05
8:30
19:00
Rec : 820/1000mm
Rec : 350/450mm
16/12/18 8:30 -
35.00
16/12/18 35.00
17/12/18
Rec : 300/450mm
Rec : 350/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- xx
UD8 --- xx
--- xx
--- xx
25.000 --- xx
--- xx
--- xx 25.45
17/12/2018 25.500 1 1 1 1 1 1 --- ---
P9/D9 N= 4 --- ---
25.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 26.95
27.000 --- xx
UD9 --- xx
--- xx
--- xx
28.000 --- xx
--- xx
--- xx
28.500 1 2 1 1 2 2 --- xx
N= 6 --- xx
28.950 P10/D10 --- xx
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Top: Light to medium grey, silty CLAY
Bottom: DITTO
Soft, light to medium grey, CLAY
Date Started Coordinates
Medium stiff, light to medium grey, silty
1.45
2.85
Sheet Borehole Ref. No.
3 of 6 BH-33
75
mm
75
mm
75
mm
75
mm
75
mm
75
mm
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
CLAY
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Rec : 300/450mm
Rec : 920/1000mm
Rec : 250/450mm
Rec : 900/1000mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No.
PULAU INDAH SG/1281/2018
1.50
16/12/2018 N -32324.351
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48258.341
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 18/12/2018
Reduced Level (mRL):
-4.8734
'N' Value
0 10 20 30 40 50
28.950 P10/D10 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 29.80
30.000 --- . . .
UD10 --- . . .
--- . . .
--- . . .
31.000 --- . . .
--- . . .
--- . . . 31.45
31.500 2 1 2 2 2 2 --- xx
P11/D11 N= 8 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
33.000 3 2 3 2 2 2 --- xx
P12/D12 N= 9 --- xx
33.450 --- xx
--- xx
--- xx
--- xx
--- xx
34.500 3 3 3 3 4 4 --- xx
P13/D13 N= 14 --- xx
34.950 --- xx
--- xx
--- xx
--- xx
--- xx
36.000 --- xx 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Stiff, light to medium grey, silty CLAY
Stiff, light to medium grey, silty CLAY
CLAY
Bottom: DITTO
Top: Light to medium grey, sandy CLAY
Medium stiff, light to medium grey, silty
1.65
4.55
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter17/12/18 19:00 53.00
16/12/18 8:30 -
16/12/18 19:00 35.00
8:30 53.00
18/12/18 19:00 71.00
Checked by:
17/12/18 8:30 35.00
Prepared by:
18/12/18
Remarks :
Rec : 300/450mm
Rec : 350/450mm
Rec : 350/450mm
Rec : 930/1000mm
Rec : 300/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 4 3 4 4 5 6 . . . xx
P14/D14 N= 19 . . . xx
36.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
37.500 4 3 3 3 5 5 . . . xx
P15/D15 N= 16 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
39.000 5 6 6 7 7 7 . . . xx
P16/D16 N= 27 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
40.500 7 5 6 8 9 10 . . . xx
P17/D17 N= 33 . . . xx
40.950 . . . xx
Dense, light to medium grey, silty SAND
Legend
Field Test / Rock Cores
75
mm
-DITTO-
Depth
( m )
Thick-
ness
( m )
W
GDescription
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
75
mm
6 BH-33
Coordinates
Date Completed
Standard Penetration Test Graph
-DITTO-
Rec : 300/450mm
Rec : 310/450mm
Rec : 270/450mm
Rec : 300/450mm
Medium dense, light to medium grey, silty
SAND
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
4 of
PULAU INDAH SG/1281/2018 16/12/2018 N -32324.351
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation E -48258.341
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 18/12/2018
Reduced Level (mRL):
-4.8734
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 6 7 7 9 9 9 . . . xx
P18/D18 N= 34 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
18/12/2018 43.500 6 7 7 8 8 11 . . . xx
P19/D19 N= 34 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
45.000 P20/D20 6 8 7 8 9 9 . . . xx
N= 33 . . . xx
45.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 46.30
46.500 9 5 4 4 4 6 --- . . .
P21/D21 N= 18 --- . . .
46.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
48.000 --- . . .
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
CLAY
Very stiff, light to medium grey, sandy
Dense, light to medium grey, silty SAND
Prepared by:
18/12/18 8:30 53.00
19:00 71.00
17/12/18 8:30 35.00
Checked by:
18/12/18
Decayed
Matter17/12/18 19:00 53.00
Remarks :
16/12/18 8:30 -
16/12/18 19:00 35.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
10.30
-DITTO-
Rec : 270/450mm
Rec : 300/450mm
Dense, light to medum grey, silty SAND
Rec : 300/450mm
Rec : 300/450mm
Rec : 250/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 4 6 6 7 7 7 --- . . .
P22/D22 N= 27 --- . . .
48.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
49.500 5 4 4 6 7 8 --- . . .
P23/D23 N= 25 --- . . .
49.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 50.90
51.000 6 6 5 6 7 7 --- ---
P24/D24 N= 25 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 5 5 6 5 7 7 --- ---
P25/D25 N= 25 --- ---
52.950 --- ---
Rec : 250/450mm
Very stiff, light to medium grey, CLAY
Very stiff, light to medium grey, CLAY
75
mm
75
mm
75
mm
75
mm
75
mm
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Description
-DITTO-
-DITTO-
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
6 BH-33
4.60
RQ
D % W
G
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Rec : 290/450mm
Rec : 300/450mm
Rec : 270/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
Sheet Borehole Ref. No.
5 of
Coordinates
PULAU INDAH SG/1281/2018 16/12/2018 N -32324.351
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48258.341
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 18/12/2018
Reduced Level (mRL):
-4.8734
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 4 5 5 6 6 6 --- ---
P26/D26 N= 23 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 5 5 5 7 6 7 --- ---
N= 25 --- ---
55.950 P27/D27 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 6 6 7 6 7 7 --- ---
P28/D28 N= 27 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 6 5 6 7 7 7 --- ---
P29/D29 N= 27 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
71.00
Prepared by:
Remarks :
-DITTO-
Decayed
Matter17/12/18 19:00 53.00
18/12/18 8:30 53.00
Checked by:
18/12/18 19:00
16/12/18 19:00 35.00
17/12/18 8:30 35.00
16/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 270/450mm
Rec : 250/450mm
Very stiff, light to medium grey, CLAY
-DITTO-
-DITTO-
Rec : 270/450mm
Rec : 250/450mm
Rec : 270/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 6 7 7 6 7 9 --- ---
P30/D30 N= 29 --- ---
60.450 --- ---
--- ---
--- --- 60.45
Borehole terminated at depth 60.45m
Thick-
ness
( m )
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Coordinates
PULAU INDAH SG/1281/2018 16/12/2018
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Sample
No.
Sheet Borehole Ref. No.
6 of 6 BH-33
N
-DITTO-
Rec : 250/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
-32324.351
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -48258.341
Reduced Level (mRL):
-4.8734
9.55
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 18/12/2018
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
Remarks :
Decayed
Matter17/12/18 19:00 53.00
Checked by:
8:30 53.00
19:00
16/12/18 19:00 35.00
71.00
17/12/18 8:30 35.00
18/12/18
18/12/18
16/12/18 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
18/1/2019 0.000 --- xx
--- xx
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
--- ---
1.500 0 1 0 1 0 1 --- ---
P1/D1 N= 2 --- ---
1.950 --- ---
--- ---
--- ---
--- ---
18/1/2019 --- ---
10:00 --- --- 2.90
(3.0m) 3.000 --- xx Top: Lght to medium grey, CLAY
UD1 --- xx
--- xx Bottom: DITTO
--- xx
4.000 --- xx
--- xx
--- xx 4.47
4.500 --- xx Very soft, light to medium grey, silty
Date Started
1
Very soft, light grey, silty CLAY0.30
Date Completed
W
G
0.30
Description
Thick-
ness
( m )
E
PULAU INDAH 18/1/2019 N -32540.592
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
BH-346
Depth
( m )Legend
75
mm
Te
st Casing
Record
Sheet
Depth
( m )
Vertical
SG/1281/2018
WESTPORTS (M) DDN. BHD.
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
75
mm
75
mm
75
mm
-HAMMER WEIGHT-
Rec: 300/450mm
CR
R %
TOPSOIL
TC
R (
m)
RQ
D %
75
mm
1.57
Reduced Level (mRL):
Orientation -47882.020
-4.6708
Very soft, light to medium grey, CLAY
20/1/2019100ROTARY
WASHHSS INTEGRATED SDN. BHD.
Rec: 800/1000mm
2.60
SAMPLE / INSITU TEST
Sample
No. 'N' Value
0 10 20 30 40 50
4.500 --- xx Very soft, light to medium grey, silty
P2/D2 N= 0 --- xx CLAY
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 5.98
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx 7.35
7.500 --- --- Very soft, medium grey, CLAY
P3/D3 N= 0 --- ---
7.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- Top: Light to medium grey, CLAY
9.000 --- ---
UD3 --- --- Bottom:DITTO
--- ---
--- ---
10.000 --- ---
--- ---
--- ---
10.500 --- --- Very soft, medium grey, CLAY
P4/D4 N= 0 --- ---
10.950 --- ---
--- ---
--- ---
12.000 --- --- 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFF SHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 300/450mm
Rec: 350/450mm
Rec: 900/1000mm
18/1/19 19:00
37.50
20/1/19
48.00
48.00
Legend Depth of
Casing
(m)
-HAMMER WEIGHT-
-HAMMER WEIGHT-
-HAMMER WEIGHT-
20/1/19 19:00 67.50
Remarks :
4.65
8:30 -
Depth of
Water
(m)
8:30
8:30
Time
Decayed
Matter19/1/19 19:00
Depth of
Hole (m)
37.50
19/1/19
18/1/19
Date
Rec: 310/450mm
1.37
1.51
Rec: 900/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- . . .
UD4 --- . . .
--- . . .
--- . . .
13.000 --- . . .
--- . . .
--- . . . 13.43
13.500 0 1 0 1 1 1 --- xx
P5/D5 N= 3 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx
16.500 --- xx
P6/D6 N= 0 --- xx
16.950 --- xx
Rec : 910/1000mm
Very soft, medium grey, silty CLAY
Rec : 300/450mm
Top: Light to medium grey, silty CLAY
Rec : 820/1000mm
Bottom: DITTO
SOIL / STRATUM DETAILS
Legend
Rec : 320/450mm
Sheet Borehole Ref. No.STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 6of2 BH-34
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
Top: Light to medium grey, sandy CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
75
mm
Depth
( m )
75
mm
W
GTe
st
TC
R (
m)
Soft, medium grey, silty CLAY
-HAMMER WEIGHT-
Bottom: DITTO
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N -32540.592
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 20/1/2019
1.43
4.46
E -47882.020
Reduced Level (mRL):
-4.6708
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.89
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 1 1 1 1 1 1 --- ---
P7/D7 N= 4 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 20.95
21.000 --- . . .
UD7 --- . . .
--- . . .
--- . . .
22.000 --- . . .
--- . . .
--- . . . 22.50
22.500 1 1 2 1 2 3 --- ---
P8/D8 N= 8 --- ---
22.950 --- ---
--- ---
--- ---
--- ---
--- ---
24.000 --- --- 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Top: Light to medium grey, CLAY
Soft, medium grey, CLAY
Rec : 270/450mm
37.50
Bottom: DITTO
Rec : 300/450mm
18/1/19 8:30 -
37.50
1.50
1.55
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Decayed
Matter19/1/19
Rec : 900/1000mm
Rec : 270/450mm
Top: Light to medium grey, sandy CLAY
19:0018/1/19
48.0019:00
20/1/19 8:30 48.00
8:3019/1/19
Medium stiff, light to medium grey, CLAY
20/1/19 19:00 67.50
Prepared by: Checked by:
Bottom: DITTO
Rec : 930/1000mm
3.06
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 2 1 1 1 1 xx ---
P9/D9 N= 4 xx ---
24.450 xx ---
xx ---
xx ---
xx ---
xx --- 25.40
25.500 2 2 3 2 2 3 --- xx
P10/D10 N= 10 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
27.000 3 2 2 3 3 3 --- xx
P11/D11 N= 11 --- xx
27.450 --- xx
--- xx
--- xx
--- xx
--- xx 28.50
28.500 3 3 4 3 2 4 --- ---
P12/D12 N= 13 --- ---
28.950 --- ---
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Stiff, medium grey, silty CLAY with
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
RQ
D %
75
mm
75
mm
75
mm
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-34
Rec : 300/450mm
Rec : 300/450mm
traces of organic matter
Rec : 280/450mm
3.10
Rec : 270/450mm
Soft, medium grey, clayey SILT with
trace of organic matter
1.40
-DITTO-
Stiff, medium grey, CLAY
Coordinates
Reduced Level (mRL):
-4.6708
N -32540.592
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
100 Vertical 20/1/2019
PULAU INDAH SG/1281/2018 18/1/2019
Client
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
-47882.020
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
'N' Value
0 10 20 30 40 50
28.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
30.000 3 2 3 3 3 3 --- ---
P13/D13 N= 12 --- ---
30.450 --- ---
--- ---
--- ---
--- ---
--- --- 31.45
19/1/2019 31.500 5 4 5 5 6 6 --- . . .
P14/D14 N= 22 --- . . .
31.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . . 32.90
33.000 5 6 6 7 6 7 . . . ---
P15/D15 N= 26 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
34.500 4 6 7 6 7 8 . . . ---
P16/D16 N= 28 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by:
8:30 48.00
20/1/19
Rec : 270/450mm
Very stiff, medium grey, sandy CLAY
Remarks :
Prepared by:
20/1/19
19:00 67.50
19/1/19 8:30 37.50
18/1/19 8:30 -
Decayed
Matter19/1/19 19:00 48.00
18/1/19 19:00 37.50
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 300/450mm
1.45
2.95
Rec : 250/450mm
Rec : 270/450mm
Rec : 270/450mm
grain SAND
Medium dense, medium grey, clayey fine
-DOTTO-
Medium dense, medium grey, very clayey
SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 6 7 6 8 8 9 . . . ---
P17/D17 N= 31 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 7 6 7 9 9 8 . . . ---
P18/D18 N= 33 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 6 7 6 8 7 10 . . . ---
P19/D19 N= 31 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 6 6 7 8 8 8 . . . ---
P20/D20 N= 31 . . . ---
40.950 . . . ---
-DITTO-
E -47882.020
Reduced Level (mRL):
Dense, medium grey, clayey fine grain
Description
Standard Penetration Test Graph
Sheet Borehole Ref. No.
4 of 6 BH-34
Thick-
ness
( m )
W
G
SAND with trace of organic matter
SAND
Dense, medium grey, very clayey SAND
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Dense, medium grey, clayey fine grain
Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N -32540.592
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Rec : 240/450mm
Rec : 250/450mm
Rec : 200/450mm
Rec : 230/450mm
8.80
-4.6708WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
ROTARY
WASH100 Vertical 20/1/2019
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.70
20/1/2019 42.000 5 5 4 5 6 6 --- xx
P21/D21 N= 21 --- xx
42.450 --- xx
--- xx
--- xx
--- xx
--- xx
43.500 5 6 5 5 6 7 --- xx
P22/D22 N= 23 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 45.00
45.000 6 5 6 6 7 6 --- ---
P23/D23 N= 25 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
46.500 5 5 4 5 6 6 --- ---
P24/D24 N= 21 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
48.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
3.30
-DITTO-
CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
18/1/19 8:30 -
Checked by:
18/1/19 19:00 37.50
19/1/19 8:30 37.50
20/1/19
Decayed
Matter19/1/19 19:00 48.00
Prepared by:
20/1/19 8:30 48.00
19:00 67.50
Rec : 270/450mm
CLAY
Very stiff, light to medium grey, silty
Rec : 300/450mm
Rec : 270/450mm
Very stiff, light to medium grey, silty
Very stiff, light to medium grey, CLAY
Rec : 230/450mm
Rec : 230/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 6 6 5 6 7 --- ---
P25/D25 N= 24 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- ---
49.500 4 5 4 5 6 6 --- ---
P26/D26 N= 21 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
51.000 5 4 5 5 5 4 --- ---
P27/D27 N= 19 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 5 4 6 5 6 6 --- ---
P28/D28 N= 23 --- ---
52.950 --- ---
traces of organic matter
Standard Penetration Test Graph
-DITTO-
6
W
G
BH-34
E
Reduced Level (mRL):
-4.670820/1/2019
Very stiff, medium grey, CLAY with
75
mm
Rec : 250/450mm
Rec : 250/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Sheet Borehole Ref. No.
5 of
Field Test / Rock Cores
-DITTO-
SOIL / STRATUM DETAILS
Legend
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
75
mm
CR
R % Depth
( m )
Thick-
ness
( m )
Description
75
mm
Rec : 280/450mm
Rec : 300/450mm
N -32540.592
ConsultantType of
Boring
Boring
Dia.
(mm)
75
mm
RQ
D %
Date Completed
SAMPLE / INSITU TEST
8.94
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
-47882.020
Coordinates
PULAU INDAH SG/1281/2018 18/1/2019
-DITTO-
Client
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Orientation
Casing
Record 'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 53.94
54.000 5 4 5 4 5 6 --- . . .
P29/D29 N= 20 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 55.42
55.500 6 5 4 5 4 4 --- ---
P30/D30 N= 17 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 7 5 6 6 5 6 --- ---
P31/D31 N= 17 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- ---
58.500 4 5 6 6 5 5 --- ---
P32/D32 N= 22 --- ---
58.950 --- ---
--- ---
--- ---
--- ---
--- ---
60.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Very stiff, light to medium grey, CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 230/450mm
Rec : 250/450mm
Rec : 280/450mm
19:00
8:30
Rec : 270/450mm
Rec : 300/450mm
37.50
18/1/19 8:30 -
67.50
18/1/19 19:00 37.50
19/1/19
8:30 48.00
Checked by:
20/1/19
Prepared by:
Decayed
Matter19/1/19 19:00 48.00
20/1/19
-DITTO-
Very stiff, light to medium grey, sandy
Remarks :
-DITTO-
CLAY
1.48
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 5 4 6 5 5 --- ---
P33/D33 N= 23 --- ---
60.450 --- ---
--- ---
--- --- 60.45
Rec : 270/450mm
Very stiff, light to medium grey, CLAY
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-34
E -47882.020
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Borehole terminated at depth 60.45m
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N -32540.592
Vertical 20/1/2019
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-4.6708
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
5.03
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test40.50 -
RQD = Rock Quality Disignation++++
++ Granite40.50 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
18/1/19 8:30 -
18/1/19 19:00 37.50
67.50
19/1/19 8:30 37.50
Decayed
Matter19/1/19 19:00 48.00
Checked by:
48.00
19:0020/1/19
Prepared by:
20/1/19 8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
13/1/2019 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
13/1/2019 --- xx
10:00 1.500 0 1 0 1 1 1 --- xx
(1.5m) P1/D1 N= 3 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 2.97
3.000 . . . --- Top: Medium grey, very clayey SAND
UD1 . . . ---
. . . --- Bottom: DITTO
. . . ---
4.000 . . . ---
. . . ---
. . . --- 4.43
4.500 1 0 1 0 1 0 --- xx Very soft, light to medium grey, silty
P2/D2 N= 2 --- xx CLAY
4.950 --- xx
-47509.342E
HSS INTEGRATED SDN. BHD.
Field Test / Rock Cores
75
mm
Orientation
Rec: 300/450mm
Rec: 910/1000mm
Rec: 300/450mm
W
G
1
Very soft, light grey, silty CLAY0.30
Date Completed
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
WESTPORTS (M) DDN. BHD.
SG/1281/2018
Job No.
15/1/2019
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-356
Date Started
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
PULAU INDAH 13/1/2019 N -32761.699
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Reduced Level (mRL):
Casing
Record
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
-4.5816100 Vertical
ROTARY
WASH
75
mm
Depth
( m )
Depth
( m )Legend
75
mm
Te
st
Description
Thick-
ness
( m )
9.10
Soft, light to medium grey, silty CLAY
TOPSOIL
75
mm
75
mm
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
0.30
1.46
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.95
9.000 --- xx Top: Light to medium grey, very clayey
UD3 --- xx 9.40 SAND
--- --- Bottom: Light to medium grey, CLAY
--- ---
10.000 --- ---
--- ---
--- --- 10.43
10.500 0 1 0 1 0 1 --- xx Very soft, medium grey, silty CLAY
P4/D4 N= 2 --- xx
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 850/1000mm
Rec: 300/450mm
Rec: 300/450mm
Rec: 900/1000mm
15/1/19
48.00
48.00
69.00
0.45
Remarks :
Time
1.03
-HAMMER WEIGHT-
Rec: 350/450mm
Legend Depth of
Casing
(m)
Depth of
Water
(m)
15/1/19 19:00
8:30 -
8:30
8:30
19:00
4.52
Decayed
Matter14/1/19 19:00
Depth of
Hole (m)
36.00
14/1/19
13/1/19
Date
13/1/19
36.00 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.96
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 15.47
16.500 1 1 1 1 1 0 --- xx
P6/D6 N= 3 --- xx
16.950 --- xx
15/1/2019Reduced Level (mRL):
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-HAMMER WEIGHT-
Rec : 920/1000mm
Rec : 300/450mm
Rec : 910/1000mm
Soft, light to medium grey, silty CLAY
Field Test / Rock Cores
Rec : 320/450mm
Top: Light to medium grey, CLAY
-4.5816
6
E
-32761.699
-47509.342
N
SOIL / STRATUM DETAILS Standard Penetration Test Graph
PULAU INDAH 13/1/2019
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Orientation Consultant
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-35
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
75
mm
Depth
( m )
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
Legend
75
mm
W
GTe
st
TC
R (
m)
Bottom: DITTO
Very soft, light to medium grey, silty
CLAY
0.51
4.53
Bottom: Light to medium grey, CLAY
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx 19.48
19.500 1 1 1 1 1 1 --- ---
P7/D7 N= 4 --- ---
19.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
21.000 --- ---
UD7 --- ---
--- ---
--- ---
22.000 --- ---
--- ---
--- --- 22.43
22.500 1 0 1 1 2 2 --- xx
P8/D8 N= 6 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 900/1000mm
Soft, light to medium grey, CLAY
Medium stiff, light to medium grey, silty
Top: Light to medium grey, silty CLAY
19:00
Rec : 350/450mm
36.00
Date
Rec : 320/450mm
13/1/19 8:30 -
36.00
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
14/1/19
Decayed
Matter14/1/19
Rec : 870/1000mm
Rec : 300/450mm
Top: Light to medium grey, CLAY
15/1/19 19:00 69.00
13/1/19
48.0019:00
15/1/19 8:30 48.00
8:30
Prepared by: Checked by:
CLAY
Bottom: DITTO
4.01
2.95
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 2 2 1 2 2 3 --- xx
P9/D9 N= 8 --- xx
24.450 --- xx
--- xx
--- xx
--- xx
--- xx 25.42
25.500 2 2 3 3 5 3 . . . ---
P10/D10 N= 14 . . . ---
25.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 26.98
27.000 3 2 3 3 2 3 --- xx
P11/D11 N= 11 --- xx
27.450 --- xx
--- xx
--- xx
--- xx
--- xx
14/1/2019 28.500 1 1 2 1 1 1 --- xx
P12/D12 N= 5 --- xx
28.950 --- xx
Vertical 15/1/2019
ConsultantType of
Boring
Rec : 270/450mm
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):100
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
Client
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
75
mm
Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
W
G
Stiff, medium to dark grey, sandy CLAY
PULAU INDAH
RQ
D %
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
2.99
1.56
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Coordinates
75
mm
-32761.69913/1/2019 N
75
mm
-4.5816
E -47509.342
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-35
Rec : 320/450mm
Rec : 270/450mm
Rec : 310/450mm
-DITTO-
Stiff, light to medium grey, silty CLAY
-DOTTO-
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
30.000 1 1 2 1 1 1 --- xx
P13/D13 N= 5 --- xx
30.450 --- xx
--- xx
--- xx
--- xx
--- xx 31.48
31.500 2 1 2 1 2 2 . . . ---
P14/D14 N= 7 . . . ---
31.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 32.96
33.000 6 5 6 7 9 9 . . . xx
P15/D15 N= 31 . . . xx
33.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
34.500 5 6 5 6 8 9 . . . xx
P16/D16 N= 28 . . . xx
34.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
36.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
15/1/19
Rec : 320/450mm
Checked by:
Remarks :
grain SAND
14/1/19 8:30 36.00
13/1/19 8:30
69.00
8:30 48.00
15/1/19
Decayed
Matter14/1/19 19:00 48.00
-
13/1/19 19:00 36.00
19:00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 290/450mm
Rec : 320/450mm
Rec : 250/450mm
Rec : 270/450mm
very clayey SAND
Medium dense, medium to dark grey,
Medium dense, light to medium grey, silty
4.50
1.48
fine grain SAND
-DOTTO-
Dense, medium to dark grey, silty fine
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 6 5 5 6 7 10 . . . xx
P17/D17 N= 29 . . . xx
36.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
37.500 6 7 7 9 8 9 . . . xx
P18/D18 N= 33 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
39.000 7 6 7 9 10 10 . . . xx
P19/D19 N= 36 . . . xx
39.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 40.48
15/1/2019 40.500 5 5 4 5 6 6 . . . ---
P20/D20 N= 21 . . . ---
40.950 . . . ---
Reduced Level (mRL):
7.52
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
ROTARY
WASH100 Vertical 15/1/2019
W
G
N
E
Medium dense, light to medium grey, very
13/1/2019
-DITTO-
Dense, medium grey, silty fine grain
Sheet Borehole Ref. No.
4 of 6 BH-35
-47509.342
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32761.699
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
-4.5816
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
clayey SAND
SAND with trace of organic matter
SAND
Dense, medium grey, silty fine grain
Rec : 250/450mm
Rec : 270/450mm
Rec : 270/450mm
Rec : 300/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.92
42.000 4 3 4 3 3 5 --- xx
P21/D21 N= 15 --- xx
42.450 --- xx
--- xx
--- xx
--- xx
--- xx
43.500 3 4 4 3 4 5 --- xx
P22/D22 N= 16 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 44.85
45.000 4 5 4 5 4 4 --- ---
P23/D23 N= 17 --- ---
45.950 --- ---
--- ---
--- ---
--- ---
--- ---
46.500 3 5 5 4 5 6 --- ---
P24/D24 N= 20 --- ---
46.950 --- ---
--- ---
--- ---
--- ---
--- ---
48.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
13/1/19 8:30 -
13/1/19 19:00 36.00
14/1/19 8:30 36.00
Decayed
Matter14/1/19 19:00 48.00
Checked by:
15/1/19
Prepared by:
15/1/19 8:30 48.00
19:00 69.00
Rec : 270/450mm
Very stiff, light to medium grey, CLAY
Stiff, light to medium grey, silty CLAY
Rec : 290/450mm
Very stiff, light to medium grey, silty
Very stiff, medium to dark grey, CLAY
with trace of peats
1.44
2.93
Rec : 300/450mm
Rec : 300/450mm
Rec : 310/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 4 5 5 6 6 --- ---
P25/D25 N= 22 --- ---
48.450 --- ---
--- ---
--- ---
--- ---
--- ---
49.500 3 5 5 7 6 6 --- ---
P26/D26 N= 24 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
51.000 3 3 3 5 5 6 --- ---
P27/D27 N= 19 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 4 5 4 5 5 6 --- ---
P28/D28 N= 20 --- ---
52.950 --- ---
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Very stiff, medium grey, CLAY with
Very stiff, light to medium grey, CLAY
E
Reduced Level (mRL):
Standard Penetration Test Graph
15/1/2019
W
G
-DITTO-
-32761.699
-4.5816
SOIL / STRATUM DETAILS
-47509.342
-DITTO-
Sheet Borehole Ref. No.
5 of 6 BH-35
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 13/1/2019 N
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
75
mm
75
mm
CR
R %
75
mm
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST
Legend
75
mm
Depth
( m )
Thick-
ness
( m )
Description
Rec : 270/450mm
Rec : 250/450mm
Rec : 250/450mm
Rec : 270/450mm
trace of peats
9.11
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 53.96
54.000 4 3 4 5 5 6 --- xx
P29/D29 N= 20 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx
55.500 3 3 5 4 5 5 --- xx
P30/D30 N= 19 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
57.000 5 4 5 5 6 6 --- xx
P31/D31 N= 22 --- xx
57.450 --- xx
--- xx
--- xx
--- xx
--- xx 58.44
58.500 6 5 6 7 7 9 . . . xx
P32/D32 N= 29 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
SAND
-DITTO-
Legend
Date TimeDepth of
Hole (m)
Rec : 250/450mm
Rec : 250/450mm
Rec : 270/450mm
Depth
of
Casing
(m)
Depth of
Water
(m)
19:00
8:30 36.00
13/1/19 8:30 -
69.00
13/1/19
8:30 48.00
Checked by:
15/1/19
Decayed
Matter14/1/19 19:00 48.00
15/1/19
Medium dense, dark grey, silty fine grain
Very stiff, medium grey, silty CLAY
19:00 36.00
14/1/19
-DITTO-
Remarks :
4.48
Prepared by:
Rec : 300/450mm
Rec : 270/450mm
1.56
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 7 6 7 7 8 10 . . . ---
P32/D32 N= 32 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
-4.5816
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
Rec : 230/450mm
Dense, dark grey, very clayey SAND
Description
75
mm
Depth
( m )
ROTARY
WASH100 Vertical 15/1/2019
Sheet Borehole Ref. No.
6 of 6
-32761.699
BH-35
N
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 13/1/2019
-47509.342
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation
75
mm
75
mm
Thick-
ness
( m )
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Borehole terminated at depth 60.45m
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test39.00 -
RQD = Rock Quality Disignation++++
++ Granite39.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
36.00
Remarks :
13/1/19 8:30 -
48.00
19:00
13/1/19 19:00 36.00
69.00
14/1/19 8:30
15/1/19
Decayed
Matter14/1/19 19:00 48.00
Checked by: Prepared by:
15/1/19 8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
13/1/2019 0.000 --- xx
--- xx
xx ---
xx ---
xx ---
xx ---
14/1/2019 xx ---
11:00 1.500 0 1 0 1 1 1 xx ---
(1.5m) P1/D1 N= 3 xx ---
1.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 2.98
3.000 --- xx Top: Light to medium grey, silty CLAY
UD1 --- xx
--- xx Bottom: DITTO
--- xx
4.000 --- xx
--- xx
--- xx 4.43
4.500 0 1 0 1 0 1 xx --- Ver soft, light to medium grey, clayey
P2/D2 N= 2 xx --- SILT
4.950 xx ---
0.30Very soft, light grey, silty CLAY
1.45
75
mm
75
mm
75
mm
some of organic matter
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
-4.8864Vertical100
ROTARY
WASH
13/1/2019 N -32920.819
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation -47231.808E
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-366
Date Started
1
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
Date Completed
W
G
Depth
( m )
2.68
Soft, medium grey, clayey SILT wiith
16/1/2019
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SG/1281/2018
Job No.
PULAU INDAH
75
mm
Te
st
75
mm
Depth
( m )
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
TOPSOIL0.30
Legend
Rec: 300/450mm
Rec: 920/1000mm
Rec: 300/450mm
'N' Value
0 10 20 30 40 50
4.950 xx ---
xx ---
xx ---
xx ---
xx ---
xx --- 5.97
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 --- xx Very soft, light to medium grey, silty
P3/D3 N= 0 --- xx CLAY with trace of organic matter
7.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 8.96
9.000 --- . . . Top: Light to medium grey, sandy CLAY
UD3 --- . . . 9.33
--- xx Bottom: Light to medium grey, silty CLAY
--- xx
10.000 --- xx
--- xx
--- xx
10.500 --- xx Very soft, medium grey, silty CLAY with
P4/D4 N= 0 --- xx traces of organic matter
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
-HAMMER WEIGHT-
Decayed
Matter14/1/19 19:00
Depth of
Hole (m)
33.00
14/1/19
13/1/19
Date
Rec: 310/450mm
1.54
8:30 -
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
16/1/19 19:00 69.00
Legend Depth of
Casing
(m)
-HAMMER WEIGHT-
16/1/19
51.00
51.00
2.99
0.37
Rec: 300/450mm
Rec: 910/1000mm
Rec: 320/450mm
Rec: 900/1000mm
13/1/19 19:00
33.00 0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- xx
UD4 --- xx
--- xx
--- xx
13.000 --- xx
--- xx
--- xx
13.500 --- xx
P5/D5 N= 0 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.99
15.000 --- ---
UD5 --- ---
--- ---
--- ---
16.000 --- ---
--- ---
--- --- 16.48
16.500 0 1 0 1 1 1 --- xx
P6/D6 N= 3 --- xx
16.950 --- xx
Very soft, medium spotted dark grey,
silty CLAY
75
mm
W
GTe
st
TC
R (
m)
Casing
Record
Thick-
ness
( m )
Legend
75
mm
Depth
( m )
Bottom: DITTO
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
Top: Light to medium grey, silty CLAY
75
mm
75
mm
75
mm Description
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
of2 BH-36
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
SOIL / STRATUM DETAILS Standard Penetration Test Graph
PULAU INDAH 13/1/2019
Client Date Completed Type of
Boring
Boring
Dia.
(mm)
Orientation Consultant
Reduced Level (mRL):
6
E
-32920.819
-47231.808
Rec : 300/450mm
N
Top: Light to medium grey, CLAY
Bottom: DITTO
-HAMMER WEIGHT-
Rec : 890/1000mm
Field Test / Rock Cores
Sample
No.
CR
R %
Rec : 350/450mm
Rec : 900/1000mm
Soft, light to medium grey, silty CLAY
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 16/1/2019
-4.8864
5.66
1.49
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
18.000 --- xx
UD6 --- xx
--- xx
--- xx
19.000 --- xx
--- xx
--- xx
19.500 0 1 1 0 1 1 --- xx
P7/D7 N= 3 --- xx
19.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 21.00
21.000 --- . . .
UD7 --- . . .
--- . . .
--- . . .
22.000 --- . . .
--- . . .
--- . . . 22.46
22.500 1 2 1 2 2 1 --- xx
P8/D8 N= 6 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand24.00 -
= Cored Sample
oooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
CLAY
69.00
13/1/19
51.0019:00
16/1/19 8:30 51.00
8:30
19:00
33.00
Decayed
Matter14/1/19
Rec : 750/1000mm
Rec : 300/450mm
Top: Light to medium grey, sandy CLAY
Bottom: DITTO
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
19:00
Rec : 300/450mm
13/1/19 8:30
33.00
14/1/19
16/1/19
-
Rec : 900/1000mm
Soft, Light to medium grey, silty CLAY
Medium stiff, light to medium grey, silty
4.52
1.46
1.54
Bottom: DITTO
Top: Medium grey, silty CLAY
Rec : 330/450mm
Prepared by: Checked by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- ---
UD8 --- ---
--- ---
--- ---
25.000 --- ---
--- ---
--- --- 25.43
14/1/2019 25.500 1 1 1 2 2 2 --- xx
P9/D9 N= 7 --- xx
25.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 26.98
27.000 2 1 2 2 2 2 --- ---
P10/D10 N= 8 --- ---
27.450 --- ---
--- ---
--- ---
--- ---
--- --- 28.46
28.500 4 5 5 6 6 6 --- . . .
P11/D11 N= 23 --- . . .
28.950 --- . . .
1.48
1.55
Very stiff, medium to dark grey, sandy
CLAY
Medium stiff, light to medium grey,
CLAY
Rec : 350/450mm
Top: Light to medium grey, CLAY
Bottom: DITTO
Rec : 250/450mm
Rec : 300/450mm
Rec : 910/1000mm
CLAY
-47231.808
Sheet Borehole Ref. No.
3 of 6 BH-36
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
75
mm
-32920.819
Client
13/1/2019 N
Date Completed EConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
PULAU INDAH
RQ
D %
75
mm
75
mm
75
mm
75
mm
75
mm
W
G
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
16/1/2019
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
-4.8864
1.43
Thick-
ness
( m )
Medium stiff, light to medium grey, silty
'N' Value
0 10 20 30 40 50
28.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
30.000 5 4 4 5 4 6 --- . . .
P12/D12 N= 19 --- . . .
30.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 31.44
31.500 5 5 6 5 6 7 . . . ---
P13/D13 N= 7 . . . ---
31.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 32.95
33.000 5 5 6 6 6 6 . . . xx
P14/D14 N= 23 . . . xx
33.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
34.500 5 4 6 7 6 7 . . . xx
P15/D15 N= 26 . . . xx
34.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
36.000 . . . xx 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.51
2.98
3.05 -DITTO-
-DITTO-
Rec : 200/450mm
Rec : 230/450mm
Rec : 230/450mm
Rec : 250/450mm
Medium dense, lght to medium grey,
Medium dense, medium to dark grey,
silty fine grain SAND
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Decayed
Matter14/1/19 19:00 51.00
13/1/19 8:30 -
33.00
8:30 51.00
16/1/19
14/1/19 8:30 33.00
13/1/19 19:00
Remarks :
Prepared by:
16/1/19
Rec : 280/450mm
very clayey SAND
19:00 69.00
Checked by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 6 6 5 7 9 9 . . . xx
P16/D16 N= 30 . . . xx
36.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 37.44
37.500 6 7 7 8 8 11 . . . xx
P17/D17 N= 39 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 38.98
39.000 7 6 6 8 10 10 . . . ---
P18/D18 N= 34 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.42
40.500 4 5 5 5 6 6 --- . . .
P19/D19 N= 22 --- . . .
40.950 --- . . .
1.44
1.54
1.44
Rec : 200/450mm
Rec : 180/450mm
Rec : 200/450mm
Rec : 300/450mm
HSS INTEGRATED SDN. BHD. 100
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
75
mm
Depth
( m )
Orientation Date Completed
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
W
G
-47231.808
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH -32920.819
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Sheet Borehole Ref. No.
4 of 6 BH-36
Dense, medium grey, very clayey
SAND
N
E
Very stiff, medium grey, sandy CLAY
13/1/2019
Reduced Level (mRL):
Medium dense, light to medium grey,
very clayey SAND
SAND
Dense, medium grey, silty fine grain
-4.8864
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.ROTARY
WASHVertical 16/1/2019
'N' Value
0 10 20 30 40 50
40.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
--- . . .
42.000 3 3 4 4 3 4 --- . . .
P20/D20 N= 15 --- . . .
42.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 43.48
16/1/2019 43.500 3 3 4 3 5 4 --- xx
P21/D21 N= 16 --- xx
43.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
45.000 3 3 4 3 4 4 --- xx
P22/D22 N= 15 --- xx
45.950 --- xx
--- xx
--- xx
--- xx
--- xx
46.500 4 5 5 4 5 5 --- xx
P23/D23 N= 19 --- xx
46.950 --- xx
--- xx
--- xx
--- xx
--- xx
48.000 --- xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
3.06
Rec : 300/450mm
Rec : 300/450mm
Rec : 350/450mm
Very stiff, light to medium grey, silty
CLAY
Very stiff, light to medium grey, silty
with traces of organic matter
Stiff, medium grey, sandy CLAY
Stiff, light to medium grey, silty CLAY
Rec : 280/450mm
Rec : 310/450mm
Prepared by:
16/1/19 8:30 51.00
19:00 69.00
Checked by:
16/1/19
14/1/19 8:30 33.00
Decayed
Matter14/1/19 19:00 51.00
13/1/19 8:30 -
13/1/19 19:00 33.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 5 4 4 4 4 --- xx
P24/D24 N= 16 --- xx
48.450 --- xx
--- xx
--- xx
--- xx
--- xx 49.42
49.500 4 5 5 3 6 6 --- xx
P25/D25 N= 20 --- xx
49.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
51.000 3 4 5 5 4 4 --- xx
P26/D26 N= 18 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx 52.43
52.500 4 3 4 5 5 6 --- ---
P27/D27 N= 20 --- ---
52.950 --- ---
5.94
CLAY
CLAY
Rec : 270/450mm
Rec : 350/450mm
Rec : 320/450mm
Rec : 270/450mm
SAMPLE / INSITU TEST
CR
R %
75
mm Legend
75
mm
Depth
( m )
Thick-
ness
( m )
Description
75
mm
75
mm
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 13/1/2019 N
Sheet Borehole Ref. No.
5 of 6 BH-36
-DITTO-
3.01
W
G
Very stiff, medium grey, CLAY with
-32920.819
-4.8864
SOIL / STRATUM DETAILS
-47231.808E
Reduced Level (mRL):
Standard Penetration Test Graph
16/1/2019
Very stiff, light to medium grey, silty
Very stiff, light to medium grey, sandy
trace of organic matter
Vertical
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 54.98
54.000 3 2 3 4 3 4 xx ---
P28/D28 N= 14 xx ---
54.450 xx ---
xx ---
xx ---
xx ---
xx --- 55.39
55.500 5 5 6 6 7 6 . . . ---
P29/D29 N= 25 . . . ---
55.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
57.000 4 5 5 6 5 7 . . . ---
P30/D30 N= 23 . . . ---
57.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
58.500 6 5 6 6 7 7 . . . ---
P31/D31 N= 26 . . . ---
58.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
60.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
Rec : 280/450mm
Rec : 270/450mm
19:00
Depth
of
Casing
(m)
Depth of
Water
(m)
8:30 33.00
Remarks :
Stiff, medium grey, silty CLAY
33.00
Medium dense, medium to dark grey,
clayey fine grain SAND
Decayed
Matter14/1/19 19:00 51.00
16/1/19 8:30 51.00
Checked by:
16/1/19 19:00
13/1/19 8:30 -
69.00
13/1/19
Legend
Date TimeDepth of
Hole (m)
14/1/19
Rec : 250/450mm
Rec : 200/450mm
Rec : 230/450mm
Medium dense, medium grey, clayey fine
2.55
0.41
grain SAND
-DITTO-
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 5 6 7 6 7 7 . . . ---
P32/D32 N= 27 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
Borehole terminated at depth 60.45m
Thick-
ness
( m )
W
G
-4.8864
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Consultant
CR
R %
RQ
D % Casing
Record
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
HSS INTEGRATED SDN. BHD.
Rec : 250/450mm
Description
PULAU INDAH 13/1/2019
Sheet Borehole Ref. No.
6 of 6
Medium dense, medium to dark grey,
BH-36
N
-47231.808
-32920.819
ROTARY
WASH100 Vertical 16/1/2019
75
mm
75
mm
Reduced Level (mRL):
5.06
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Depth
( m )
very clayey SAND
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand24.00 -
= Cored Sampleoooo
oooo Gravel24.00 -
= Vane Shear Test42.00 -
RQD = Rock Quality Disignation++++
++ Granite42.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by: Prepared by:
16/1/19 8:30
16/1/19
Decayed
Matter14/1/19 19:00 51.00
51.00
19:00
13/1/19 19:00 33.00
69.00
14/1/19 8:30 33.00
Remarks :
13/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
17/1/2019 0.000 --- xx
--- xx
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
1.500 1 1 1 1 1 1 . . . ---
P1/D1 N= 4 . . . ---
1.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 2.93
3.000 2 1 1 2 1 1 . . . xx
P2/D2 N= 5 . . . xx
3.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 4.47
4.500 1 2 2 2 2 3 . . . ---
P3/D3 N= 9 . . . ---
4.950 . . . ---
1.54
2.63
0.30
Date Completed
Depth
( m )
Vertical
Orientation
0.30
Job No.
SG/1281/2018
1
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-376
Date Started
-47693.226E
PULAU INDAH 17/1/2019 N -33086.796
Client ConsultantType of
Boring
Boring
Dia.
(mm)
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
100ROTARY
WASH
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
Very loose, light grey, clayey SAND
19/1/2019
Te
st
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Casing
RecordDescription
Thick-
ness
( m )
W
G
75
mm
75
mm
75
mm
Very soft, light grey, silty CLAY
Loose, medium grey, very clayey SAND
Rec: 200/450mm
Rec: 210/450mm
Rec: 240/450mm
Loose, brownish grey, silty course grain
SAND
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.-6.2317
Depth
( m )Legend
75
mm
Reduced Level (mRL):
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
TOPSOIL
'N' Value
0 10 20 30 40 50
4.950 . . . ---
17/1/2019 . . . ---
9:00 . . . ---
(5.0m) . . . ---
. . . ---
6.000 1 2 1 2 2 2 . . . ---
P4/D4 N= 7 . . . ---
6.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
7.500 1 2 2 2 2 2 . . . ---
P5/D5 N= 8 . . . ---
7.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
9.000 1 2 3 3 2 3 . . . ---
P6/D6 N= 11 . . . ---
10.000 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 10.48
10.500 1 1 1 2 1 1 . . . xx
P7/D7 N= 5 . . . xx
10.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
12.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFF SHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
6.01
Rec: 250/450mm
19/1/19 19:00 70.50
Legend Depth of
Casing
(m)
19/1/19
58.50
58.50
8:30 -
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
19:00
Rec: 190/450mm
Rec: 280/450mm
37.50
Date
17/1/19
18/1/19
17/1/19
-DITTO-
Rec: 210/450mm
Decayed
Matter18/1/19 19:00
Depth of
Hole (m)
37.50
SAND with trace of organic matter
Rec: 230/450mm
Loose, medium grey, clayey fine grain
SAND
Medium dense, medium grey, very clayey
Loose, medium grey, silty course grain
SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 1 1 1 2 1 1 . . . xx
P8/D8 N= 5 . . . xx
12.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 13.35
13.500 1 1 1 1 1 1 --- xx
P9/D9 N= 4 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.97
15.000 . . . ---
UD1 . . . ---
. . . ---
. . . ---
16.000 . . . ---
. . . ---
. . . --- 16.48
16.500 3 3 4 4 5 5 --- xx
P10/D10 N= 18 --- xx
16.950 --- xx
1.51
1.62
Rec : 160/450mm
Rec : 920/1000mm
Very stiff, medium grey, silty CLAY
Rec : 240/450mm
Job No.
SG/1281/2018
SAMPLE / INSITU TESTT
CR
(m
)
W
G
SOIL / STRATUM DETAILS
2 BH-37
Standard Penetration Test Graph
Loose, medium grey, silty course grain
SAND
Soft light to medium grey, silty CLAY
Sheet Borehole Ref. No.
6of
Top: Medium grey, slightly clayey SAND
Depth
( m )
75
mm
75
mm
Te
st
75
mm
75
mm
Sample
No.
CR
R %
RQ
D %
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 17/1/2019 N -33086.796
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E -47693.226
Bottom: DITTO
Vertical 19/1/2019ROTARY
WASH100
DescriptionCasing
Record
Thick-
ness
( m )
2.87
Field Test / Rock Cores
LegendDepth
( m )
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Reduced Level (mRL):
-6.2317
Rec : 190/450mm
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD.
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.90
18.000 2 3 4 3 4 4 . . . xx
P11/D11 N= 15 . . . xx
19.000 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
19.500 2 3 3 4 5 5 . . . xx
P12/D12 N= 17 . . . xx
19.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
21.000 1 2 2 3 4 5 . . . xx
P13/D13 N= 14 . . . xx
21.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 22.50
22.500 1 0 1 0 1 1 --- xx
P14/D14 N= 3 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand27.00 -
= Cored Sample
oooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.42
Rec : 250/450mm
1.50
Rec : 240/450mm
17/1/19 8:30 -
19:00 37.50
19:00 70.50
17/1/19
18/1/19
19/1/19
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
Decayed
Matter18/1/19
Rec : 255/450mm
-DITTO-
19:00
19/1/19 8:30 58.50
8:30 37.50
58.50
Prepared by:
Medium dense, medium grey, silty
medium grain SAND
Checked by:
Medium dense, light grey, clayey SAND
Soft, light to medium grey, silty CLAY
Rec : 260/450mm
Rec : 210/450mm
4.60
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 --- . . .
UD2 --- . . .
--- . . .
--- . . .
25.000 --- . . .
--- . . .
--- . . . 25.43
25.500 2 3 3 4 5 3 . . . xx
P15/D15 N= 15 . . . xx
25.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
27.000 2 4 4 5 6 5 . . . xx
P16/D16 N= 20 . . . xx
27.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 28.47
18/1/2019 28.500 3 4 6 6 7 6 . . . ---
P17/D17 N= 25 . . . ---
28.950 . . . ---
3.04
Rec : 300/450mm
Rec : 200/450mm
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Medium dense, light grey, silty fine grain
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
RQ
D %
75
mm
75
mm
75
mm
75
mm
Sheet Borehole Ref. No.
3 of 6 BH-37
SAND
Rec : 240/450mm
Medium dense, light grey, clayey SAND
Top: Light grey, sandy CLAY
Bottom: DITTO
Rec : 850/1000mm
1.43
-DITTO-
Vertical
Boring
Dia.
(mm)
Orientation Date Completed
Coordinates
PULAU INDAH 17/1/2019 N -33086.796
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-47693.226
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. 19/1/2019Reduced Level (mRL):
-6.2317
ROTARY
WASH100
Consultant E
Job No.
SG/1281/2018
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started
Client Type of
Boring
'N' Value
0 10 20 30 40 50
28.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
30.000 3 2 3 3 3 3 . . . ---
P18/D18 N= 12 . . . ---
30.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
31.500 5 4 5 5 6 6 . . . ---
P19/D19 N= 22 . . . ---
31.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 32.93
33.000 3 3 3 6 5 6 . . . xx
P20/D20 N= 20 . . . xx
33.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 34.46
34.500 3 6 7 8 9 9 . . . ---
P21/D21 N= 33 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
4.46
1.53
Prepared by:
19/1/19
Rec : 250/450mm
Checked by:
8:30 58.50
19/1/19
Rec : 270/450mm
-DITTO-
Rec : 200/450mm
Remarks :
18/1/19 8:30 37.50
19:00 70.50
Decayed
Matter18/1/19 19:00 58.50
17/1/19 8:30 -
17/1/19 19:00 37.50
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 250/450mm
Rec : 270/450mm
SAND
Medium dense, light grey, silty fine grain
-DOTTO-
Dense, light grey, clayey SAND
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 5 7 8 9 10 10 . . . ---
P22/D22 N= 37 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
37.500 3 6 7 9 8 9 . . . ---
P23/D23 N= 33 . . . ---
37.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
39.000 4 5 7 8 10 10 . . . ---
P24/D24 N= 35 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
40.500 5 7 9 10 13 15 . . . ---
P25/D25 N= 47 . . . ---
40.950 . . . ---
9.02
-DITTO-
Sheet Borehole Ref. No.
4 of 6
19/1/2019
E
BH-37
Orientation Date Completed
-DITTO-
SG/1281/2018
SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m )
Thick-
ness
( m )
W
GDescription
SAMPLE / INSITU TEST
-DITTO-
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
75
mm
Depth
( m )
Casing
RecordTe
st
-DITTO-
Rec : 250/450mm
Rec : 220/450mm
Rec : 250/450mm
Rec : 230/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 17/1/2019 N -33086.796
Job No.
HSS INTEGRATED SDN. BHD. ROTARY
WASH100
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Vertical
-47693.226
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Reduced Level (mRL):
-6.2317WESTPORTS (M) DDN. BHD.
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 4 6 6 7 8 10 . . . ---
P26/D26 N= 31 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.48
43.500 3 4 4 6 7 7 . . . ---
P27/D27 N= 24 . . . ---
43.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 44.92
45.000 2 3 5 5 6 6 . . . ---
P28/D28 N= 24 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
46.500 3 4 6 6 6 8 . . . ---
P29/D29 N= 26 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
1.44
Medium dense, medium grey, clayey
medium grain SAND
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 240/450mm
Rec : 230/450mm
Depth of
Water
(m)
Remarks :
17/1/19 8:30 -
Checked by:
17/1/19 19:00 37.50
18/1/19 8:30 37.50
19/1/19
Decayed
Matter18/1/19 19:00 58.50
-DITTO-
Prepared by:
19/1/19 8:30 58.50
19:00 70.50
-DITTO-
Medium dense, medium grey, silty
SAND
Rec : 260/450mm
Rec : 230/450mm
Rec : 200/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 6 7 7 6 8 . . . ---
P30/D30 N= 28 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 49.40
19/1/2019 49.500 3 4 5 5 5 6 --- ---
P31/D31 N= 21 --- ---
49.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
51.000 2 4 4 5 4 6 --- ---
P32/D32 N= 19 --- ---
51.450 --- ---
--- ---
--- ---
--- ---
--- ---
52.500 3 3 4 3 4 5 --- ---
P33/D33 N= 19 --- ---
52.950 --- ---
Very stiff, medium grey, CLAY
Standard Penetration Test Graph
-DITTO-
Very stiff, dark grey, CLAY
-DITTO-
Sheet Borehole Ref. No.
5 of 6
W
G
BH-37
-33086.796
E -47693.226
Depth
( m ) Te
st Sample
No.
TC
R (
m)
75
mm
75
mm
75
mm
CR
R %
75
mm
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Legend
75
mm
Depth
( m )
Thick-
ness
( m )
Description
4.48
Rec : 170/450mm
Rec : 235/450mm
Rec : 190/450mm
Rec : 170/450mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 17/1/2019 N
Job No.
SG/1281/2018
100 Vertical 19/1/2019
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-6.2317
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 3 5 4 5 6 6 --- ---
P34/D34 N= 21 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 2 4 5 4 5 4 --- ---
P30/D30 N= 18 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 7 5 6 6 5 6 --- ---
P31/D31 N= 17 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- --- 58.35
58.500 4 5 6 6 5 5 . . . xx
P32/D32 N= 22 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
-DITTO-
Very stiff, light to medium grey, CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
SAND
Rec : 230/450mm
Rec : 250/450mm
Rec : 180/450mm
17/1/19 8:30 -
70.50
17/1/19 19:00 37.50
18/1/19
Checked by:
19/1/19 19:00
Prepared by:
8:30 37.50
Decayed
Matter18/1/19 19:00 58.50
19/1/19 8:30 58.50
-DITTO-
Remarks :
Medium dense, light grey, silty fine grain
8.95
Rec : 190/450mm
Rec : 170/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 3 5 6 7 8 8 . . . xx
P32/D32 N= 29 . . . xx
60.450 . . . xx
. . . xx
. . . xx 60.45
Rec : 230/450mm
Medium dense, medium grey, silty fine
Legend
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-37
2.10
75
mm
75
mm
Thick-
ness
( m )
W
G
Standard Penetration Test Graph
75
mm
Depth
( m )
75
mm
grain SAND
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st
Description
Field Test / Rock Cores
Borehole terminated at depth 60.45m
E
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 17/1/2019 N -33086.796
Job No.
SG/1281/2018
Vertical 19/1/2019Reduced Level (mRL):
-6.2317
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
-47693.226
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand27.00 -
= Cored Sampleoooo
oooo Gravel27.00 -
= Vane Shear Test48.00 -
RQD = Rock Quality Disignation++++
++ Granite48.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
17/1/19 8:30 -
17/1/19 19:00 37.50
70.50
18/1/19 8:30 37.50
Checked by:
58.50
19:0019/1/19
Decayed
Matter18/1/19 19:00 58.50
Prepared by:
19/1/19 8:30
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
13/1/2019 0.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
13/1/2019 --- xx
10:00 1.500 0 0 0 0 0 1 --- xx
(1.5m) P1/D1 N= 1 --- xx
1.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
3.000 --- xx Top: Medium to dark grey, silty CLAY
UD1 --- xx
--- xx Bottom: DITTO
--- xx
4.000 --- xx
--- xx
--- xx
4.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P2/D2 N= 2 --- xx CLAY
4.950 --- xx
Very soft, light grey, silty CLAY0.30
Date Completed
W
G
Depth
( m )
Sheet Borehole Ref. No.
Orientation -48073.899E
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-386
Date Started
1
PULAU INDAH 15/1/2019 N -32864.776
Depth
( m )Legend
75
mm
Te
st
Client Consultant
Boring
Dia.
(mm)
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm
Reduced Level (mRL):
Casing
RecordDescription
Thick-
ness
( m )
Very soft, dark grey, silty CLAY
SOIL / STRATUM DETAILS Standard Penetration Test Graph
75
mm
75
mm
75
mm
-5.191216/1/2019Vertical100
ROTARY
WASH
Rec: 330/450mm
Rec: 290/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
SG/1281/2018
Job No.
0.30TOPSOIL
Type of
Boring
Rec: 980/1000mm
HSS INTEGRATED SDN. BHD. WESTPORTS (M) DDN. BHD.
SAMPLE / INSITU TEST
'N' Value
0 10 20 30 40 50
4.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
6.000 --- xx Top: Light to medium grey, silty CLAY
UD2 --- xx
--- xx Bottom: DITTO
--- xx
7.000 --- xx
--- xx
--- xx
7.500 0 1 0 0 0 1 --- xx Very soft, medium grey with spotted
P3/D3 N= 1 --- xx dark grey, silty CLAY with trace of
7.950 --- xx organic matter
--- xx
--- xx
--- xx
--- xx
--- xx
9.000 --- xx Top: Medium grey, silty CLAY
UD3 --- xx
--- xx Bottom: DITTO
--- xx
10.000 --- xx
--- xx
--- xx
10.500 0 1 0 1 0 1 --- xx Very soft, light to medium grey, silty
P4/D4 N= 2 --- xx CLAY
10.950 --- xx
--- xx
--- xx
--- xx
--- xx
12.000 --- xx 12.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand36.00 -
= Cored Sampleoooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
15/1/19 19:00
46.50
11.70
70.50
Legend Depth of
Casing
(m)
TimeDate
8:30 -
16/1/19
15/1/19
Depth of
Water
(m)
Remarks :
8:30
Rec: 300/450mm
Decayed
Matter16/1/19 19:00
Depth of
Hole (m)
46.50
Rec: 290/450mm
Rec: 290/450mm
Rec: 500/1000mm
Rec: 990/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 --- ---
UD4 --- ---
--- ---
--- ---
13.000 --- ---
--- ---
--- --- 13.48
13.500 1 1 2 1 2 0 --- xx
P5/D5 N= 7 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
15.000 --- xx
UD5 --- xx
--- xx
--- xx
16.000 --- xx
--- xx
--- xx
16.500 1 1 0 1 1 1 --- xx
P6/D6 N= 3 --- xx
16.950 --- xx
1.48
4.48
Rec : 1000/1000mm
Soft, light to medium grey spotted dark
Top: Medium grey, silty CLAY
grey, silty CLAY with traces of peats
SOIL / STRATUM DETAILS
Rec : 990/1000mm
Top: Light to medium grey, CLAY
Type of
Boring
Boring
Dia.
(mm)
Orientation
-5.1912
6
E
-32864.776
-48073.899
N
of
Consultant
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH 15/1/2019
Client Date Completed
2 BH-38
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )Description
Casing
Record
Thick-
ness
( m )
Legend
peats
Bottom: DITTO
75
mm
W
GTe
st
TC
R (
m)
75
mm
75
mm
75
mm
75
mm
Depth
( m )
Rec : 310/450mm
Rec : 330/450mm
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Bottom: DITTO
16/1/2019
Medium stiff, medium grey with spotted
dark grey, silty CLAY with traces of
Reduced Level (mRL):
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
'N' Value
0 10 20 30 40 50
16.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 17.96
18.000 --- ---
UD6 --- ---
--- ---
--- ---
19.000 --- ---
--- ---
--- --- 19.42
19.500 2 3 4 4 5 4 . . . xx
P7/D7 N= 17 . . . xx
19.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 20.97
21.000 3 3 4 4 4 4 . . . ---
P8/D8 N= 16 . . . ---
21.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 22.48
22.500 2 3 3 2 3 3 --- xx
P9/D9 N= 11 --- xx
22.950 --- xx
--- xx
--- xx
--- xx
--- xx
24.000 --- xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand36.00 -
= Cored Sample
oooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
1.46
1.51
1.55
Medium dense, light to medium grey, silty
Stiff, light to medium grey, silty CLAY
Medium dense, dark grey, very clayey
SAND
Rec : 140/450mm
46.50
16/1/19
Decayed
Matter16/1/19
Rec : 350/450mm
Rec : 1000/1000mm
fine grain SAND
15/1/19 8:30 -
46.50
Top: Light to medium grey, CLAY
Depth of
Water
(m)
Time
Depth
of
Casing
(m)
DateDepth of
Hole (m)
Rec : 310/450mm
Rec : 220/450mm
19:00
8:30
Legend
15/1/19 19:00
Prepared by: Checked by:
70.50
Remarks :
Bottom: DITTO
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 1 2 2 3 4 4 --- xx
P10/D10 N= 13 --- xx
24.450 --- xx
--- xx
--- xx
--- xx
--- xx 25.42
25.500 2 4 4 5 5 6 . . . xx
P11/D11 N= 20 . . . xx
25.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
27.000 3 3 4 5 6 7 . . . xx
P12/D12 N= 22 . . . xx
27.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
14/1/2019 28.500 3 5 5 6 7 7 . . . xx
P13/D13 N= 25 . . . xx
28.950 . . . xx
Rec : 270/450mm
Description
Field Test / Rock Cores
Casing
Record
Medium dense, light grey, silty fine grain
organic matter
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test GraphT
CR
(m
)
CR
R %
75
mm
75
mm
W
GLegend
15/1/2019
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation
Vertical
Depth
( m )
Thick-
ness
( m )
Client
PULAU INDAH
RQ
D %
75
mm
75
mm
75
mm
75
mm
Depth
( m ) Te
st Sample
No.
N
Sheet Borehole Ref. No.
3 of 6 BH-38
Date Started Coordinates
-32864.776
Date Completed E -48073.899
Medium dense, brownish to dark grey,
silty fine grain SAND with traces of
-5.191216/1/2019
Rec : 290/450mm
Rec : 310/450mm
SAND
Rec : 250/450mm
-DITTO-
Medium dense, brownish to greyish silty
fine grain SAND
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
2.94
6.03
'N' Value
0 10 20 30 40 50
28.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
30.000 3 3 5 7 8 6 . . . xx
P14/D14 N= 26 . . . xx
30.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 31.45
31.500 3 5 5 5 5 6 . . . ---
P15/D15 N= 21 . . . ---
31.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
33.000 3 5 4 4 6 5 . . . ---
P16/D16 N= 19 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.39
34.500 2 4 4 5 5 6 --- ---
P17/D17 N= 20 --- ---
34.950 --- ---
--- ---
--- ---
--- ---
--- ---
36.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand36.00 -
= Cored Sampleoooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Prepared by: Checked by:
Remarks :
16/1/19 8:30 46.50
46.50
Medium dense, light to medium grey,
clayey fine grain SAND
Decayed
Matter16/1/19 19:00 70.50
Rec : 230/450mm
15/1/19 19:00
15/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Medium dense, light to medium grey,
clayey fine grain SAND
Rec : 345/450mm
Rec : 290/450mm
Rec : 305/450mm
Rec : 290/450mm
fine grain SAND
Very stiff, light to medium grey, CLAY
2.94
Medium dense, light to medium grey, silty
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 3 4 5 6 7 7 --- ---
P18/D18 N= 25 --- ---
36.450 --- ---
--- ---
--- ---
--- ---
--- --- 37.45
16/1/2019 37.500 2 3 3 3 4 5 --- xx
P19/D19 N= 15 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.97
39.000 2 4 4 5 5 4 --- ---
P20/D20 N= 18 --- ---
39.450 --- ---
--- ---
--- ---
--- ---
--- --- 40.43
40.500 3 5 5 4 5 7 . . . ---
P21/D21 N= 21 . . . ---
40.950 . . . ---
Sheet Borehole Ref. No.
4 of 6 BH-38
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
PULAU INDAH N
E
15/1/2019
3.06
-DITTO-
-32864.776
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed -48073.899
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
Thick-
ness
( m )
W
G
Reduced Level (mRL):
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
75
mm
75
mm
75
mm Legend
Field Test / Rock Cores
75
mm
Depth
( m )
Stiff, light to medium grey, silty CLAY
Medium dense, light grey spotted dark
Very stiff, medium grey, CLAY
grey, clayey SAND
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
Rec : 335/450mm
Rec : 300/450mm
Rec : 290/450mm
16/1/2019-5.1912
1.46
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD.
Rec : 230/450mm
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 41.94
42.000 3 5 6 7 7 6 . . . xx
P22/D22 N= 26 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
43.500 2 4 5 6 7 7 . . . xx
P23/D23 N= 25 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 44.78
45.000 3 5 6 7 8 8 . . . ---
P24/D24 N= 27 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
46.500 3 5 4 7 7 7 . . . ---
P25/D25 N= 25 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand36.00 -
= Cored Sampleoooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
1.51
Medium dense, light grey, clayey SAND
SAND
15/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 360/450mm
15/1/19 19:00 46.50
16/1/19 8:30 46.50
Decayed
Matter16/1/19 19:00 70.50
Checked by: Prepared by:
Rec : 280/450mm
fine grain SAND
Depth of
Water
(m)
Remarks :
-DITTO-
Medium dense, light to medium grey, silty
Rec : 300/450mm
Rec : 290/450mm
Rec : 310/450mm
2.84 Medium dense, light grey, silty fine grain
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 5 6 7 6 9 . . . ---
P26/D26 N= 28 . . . ---
48.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
49.500 4 4 6 8 7 5 . . . ---
P27/D27 N= 25 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 50.97
51.000 2 6 7 6 8 10 . . . xx
P28/D28 N= 31 . . . xx
51.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 52.43
52.500 2 3 3 4 5 5 --- ---
P29/D29 N= 17 --- ---
52.950 --- ---
-DITTO-
Medium dense, light grey, very clayey
Dense, light grey, silty fine grain SAND
-48073.899E
Reduced Level (mRL):
Standard Penetration Test Graph
Sheet Borehole Ref. No.
5 of 6
W
G
-32864.776
BH-38
16/1/2019-5.1912
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
SOIL / STRATUM DETAILS
SAND
N
Orientation
75
mm
75
mm
CR
R %
75
mm
Sample
No.
Depth
( m ) Te
st
Client ConsultantType of
Boring
Boring
Dia.
(mm)
PULAU INDAH 15/1/2019
RQ
D %
75
mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST
Date Completed
TC
R (
m)
Legend
75
mm
Depth
( m )
Thick-
ness
( m )
Description
75
mm
Rec : 275/450mm
Rec : 260/450mm
Rec : 240/450mm
Very stiff, brownish grey, CLAY
Rec : 380/450mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
1.46
6.19
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
54.000 3 5 4 6 5 5 --- ---
P30/D30 N= 20 --- ---
54.450 --- ---
--- ---
--- ---
--- ---
--- ---
55.500 2 4 5 4 5 4 --- ---
P31/D31 N= 18 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 56.94
57.000 3 4 4 5 4 6 . . . ---
P32/D32 N= 19 . . . ---
57.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 58.49
58.500 2 3 4 3 5 5 . . . xx
P33/D33 N= 17 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand36.00 -
= Cored Sampleoooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Medium dense, light to medium grey, very
clayey SAND
Very stiff, medium grey, CLAY
Rec : 180/450mm
Rec : 200/450mm
-
Legend
Date TimeDepth of
Hole (m)
19:00 46.50
16/1/19
Rec : 240/450mm
Depth
of
Casing
(m)
Depth of
Water
(m)
8:30 46.50
15/1/19 8:30
Prepared by: Checked by:
Decayed
Matter16/1/19 19:00 70.50
15/1/19
Remarks :
Medium dense, brownish grey, silty fine
grain SAND
1.55
1.51
Rec : 250/450mm
Rec : 380/450mm
4.51
Very stiff, brownish grey, CLAY
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 3 3 4 4 6 7 --- . . .
P32/D32 N= 21 --- . . .
60.450 --- . . .
--- . . .
--- . . . 60.45
Rec : 160/450mm
Very stiff, brownish grey, sandy CLAY
Sheet Borehole Ref. No.
6 of 6
-32864.776
BH-38
N
75
mm
75
mm
Consultant
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Date Started Coordinates
Date Completed
PULAU INDAH 15/1/2019
EClient Type of
Boring
Boring
Dia.
(mm)
Orientation -48073.899
75
mm
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Reduced Level (mRL):
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
Borehole terminated at depth 60.45m
100 Vertical
Legend
16/1/2019-5.1912
0.45
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Job No.
SG/1281/2018
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand36.00 -
= Cored Sampleoooo
oooo Gravel36.00 -
= Vane Shear Test60.00 -
RQD = Rock Quality Disignation++++
++ Granite
TCR = Total Core Recovery Limestone
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
15/1/19 8:30 -
15/1/19 19:00 46.50
16/1/19 8:30 46.50
Decayed
Matter16/1/19 19:00 70.50
Checked by: Prepared by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
20/1/2019 0.000 --- xx
--- xx
. . . ---
. . . ---
. . . ---
. . . ---
20/1/2019 . . . ---
12:00 1.500 2 3 3 3 4 4 . . . ---
(5.50m) P1/D1 N= 14 . . . --- SAND
1.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 2.80
3.000 0 0 1 0 1 0 --- --- Very soft, light to medium grey, CLAY
P2/D2 N= 2 --- ---
4.000 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 4.40
4.500 --- xx Top: Medium grey, silty CLAY
UD1 --- xx
--- xx Bottom: DITTO
WESTPORTS (M) DDN. BHD.-5.8218
Job No.
SG/1281/2018
Reduced Level (mRL):
Orientation -48199.801E
20/1/2019 N
ROTARY
WASHHSS INTEGRATED SDN. BHD.
75
mm
75
mm
75
mm
TOPSOIL
Description
Thick-
ness
( m )
0.30
Medium dense, dark grey, very clayey
22/1/2019
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Depth
( m ) Te
st Casing
Record
Very soft, light grey, silty CLAY0.30
Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
CR
R %
RQ
D %
75
mm Legend
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client ConsultantType of
Boring
Boring
Dia.
(mm)
PULAU INDAH -33139.860
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
BH-396
Date Started
1
Date Completed
W
G
Depth
( m )
Vertical
Rec: 240/450mm
Rec: 260/450mm
100
Rec: 1000/1000mm
2.50
1.60
'N' Value
0 10 20 30 40 50
--- xx Bottom: DITTO
--- xx
5.500 --- xx
--- xx
--- xx 5.90
6.000 0 1 0 1 0 1 --- --- Very soft, medium to dark grey, CLAY
P3/D3 N= 2 --- --- with traces of peats
6.450 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
7.500 --- --- Top: Medium to grey, CLAY
UD2 --- ---
--- --- Bottom: DITTO
--- ---
8.500 --- ---
--- ---
--- ---
9.000 1 0 1 1 1 1 --- --- Soft, medium to dark grey, CLAY with
P4/D4 N= 4 --- --- traces of peats
9.450 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
10.500 --- --- Top: Medium to dark grey, CLAY
UD3 --- ---
--- --- Bottom: DITTO
--- ---
11.500 --- ---
--- ---
--- ---
12.000 --- ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFF SHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
Decayed
Matter21/1/19 19:00
Depth of
Hole (m)
42.00
21/1/19
20/1/19
Date
Depth of
Water
(m)
8:30
Remarks :
8:30
Time
22/1/19 19:00 72.00
Legend Depth of
Casing
(m)
8:30 -
20/1/19 19:00
42.00
22/1/19
57.00
57.00
Rec: 400/450mm
Rec: 920/1000mm
Rec: 380/450mm
1.50
Rec: 980/1000mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 1 1 1 2 1 1 --- ---
P5/D5 N= 5 --- ---
12.450 --- ---
--- ---
--- ---
--- ---
--- ---
13.500 --- ---
UD4 --- ---
--- ---
--- ---
--- ---
14.500 --- ---
--- ---
--- ---
15.000 1 2 1 1 2 2 --- ---
P6/D6 N= 6 --- ---
15.450 --- ---
--- ---
--- ---
--- ---
--- ---
16.500 --- ---
UD5 --- ---
--- ---
E -48199.801
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/1/2019
Reduced Level (mRL):
-5.8218
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/1/2019 N -33139.860
with traces of peats
Bottom: DITTO
Top: Medium grey, CLAY
Te
st
TC
R (
m)
Top: Medium grey, CLAY
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
W
GLegend
Depth
( m )
BH-39
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
75
mm
Depth
( m )
75
mm
Sheet Borehole Ref. No.STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 6of2
Bottom: DITTO
SOIL / STRATUM DETAILS
Medium stiff, medium to dark grey, CLAY
Medium stiff, medium to dark grey, CLAY
14.95
Rec : 440/450mm
Rec : 1000/1000mm
Rec : 910/1000mm
Rec : 380/450mm
'N' Value
0 10 20 30 40 50
--- ---
--- ---
--- ---
17.500 --- ---
--- ---
--- ---
18.000 2 1 2 1 2 2 --- ---
P7/D7 N= 7 --- ---
18.950 --- ---
--- ---
--- ---
--- ---
--- ---
19.500 --- ---
UD6 --- ---
--- ---
--- ---
--- ---
20.500 --- ---
--- ---
--- --- 20.85
21.000 3 2 3 2 3 4 . . . ---
P8/D8 N= 12 . . . ---
21.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 22.48
22.500 3 3 4 5 4 4 . . . xx
P9/D9 N= 17 . . . xx
22.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
24.000 . . . xx 24.00
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Bottom: DITTO
Prepared by: Checked by:
medium grain SAND
72.00
20/1/19
57.0019:00
22/1/19 8:30 57.00
8:30
Decayed
Matter21/1/19
Rec : 220/450mm
Medium dense, light to medium grey,
clayey SAND
Depth of
Hole (m)
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
20/1/19 8:30 -
42.00
Stiff, light to medium grey, CLAY
Top: Medium grey, CLAY
19:00 42.00
Bottom: DITTO
Medium dense, light to medium grey, silty
Rec : 240/450mm
Rec : 360/450mm
Rec : 900/1000mm
1.52
1.63
21/1/19
22/1/19 19:00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 3 4 4 6 5 5 . . . ---
P10/D10 N= 20 . . . ---
24.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
25.500 4 4 3 5 7 6 . . . ---
P11/D11 N= 21 . . . ---
25.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 26.84
27.000 3 5 6 6 5 6 . . . xx
P12/D12 N= 23 . . . xx
27.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
28.500 4 4 5 6 7 7 . . . xx
P13/D13 N= 25 . . . xx
28.950 . . . xx
Reduced Level (mRL):
-5.8218
Client
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started
-48199.801
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/1/2019
20/1/2019 N -33139.860
ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Medium dense, light grey, silty fine grain
SAND
Medium dense, light to medium grey, very
clayey SAND
Rec : 200/450mm
Rec : 280/450mm7
5m
m
Sheet Borehole Ref. No.
3 of 6 BH-39
Coordinates
PULAU INDAH SG/1281/2018
75
mm
E
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
RQ
D %
75
mm
75
mm
75
mm
-DITTO-
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Rec : 280/450mm
Rec : 250/450mm
-DITTO-
2.84
3.03
'N' Value
0 10 20 30 40 50
28.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 29.87
30.000 3 2 3 3 3 3 . . . ---
P14/D14 N= 12 . . . ---
30.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 31.46
21/1/2019 31.500 4 6 7 6 8 6 . . . xx
P15/D15 N= 27 . . . xx
31.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
33.000 3 4 4 5 6 5 . . . xx
P16/D16 N= 20 . . . xx
33.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 34.48
34.500 2 3 3 4 6 8 . . . ---
P17/D17 N= 21 . . . ---
34.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
36.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Medium dense, light grey, very clayey
Medium dense, light grey, clayey SAND
Rec : 290/450mm
Rec : 240/450mm
medium grain SAND
Medium dense, medium grey, silty
SAND
medium grain SAND
Depth of
Water
(m)
20/1/19 19:00 42.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Decayed
Matter21/1/19 19:00 57.00
22/1/19
20/1/19
Rec : 270/450mm
Medium dense, medium grey, silty
Rec : 285/450mm
Rec : 250/450mm
8:30 57.00
22/1/19
Remarks :
21/1/19 8:30 42.00
19:00
8:30 -
Prepared by:
72.00
1.59
3.02
Checked by:
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 4 5 6 7 6 5 . . . ---
P18/D18 N= 24 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 37.44
37.500 3 5 4 6 8 8 . . . xx
P19/D19 N= 26 . . . xx
37.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 38.79
39.000 5 6 8 8 9 7 . . . ---
P20/D20 N= 34 . . . ---
39.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 40.43
40.500 3 6 7 7 6 7 . . . xx
P21/D21 N= 27 . . . xx
40.950 . . . xx
E -48199.801
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/1/2019
Reduced Level (mRL):
-5.8218
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/1/2019 N -33139.860
Rec : 290/450mm
Rec : 300/450mm
Rec : 335/450mm
Rec : 380/450mm
Medium dense, medium grey, silty
Medium dense, light grey, silty fine grain
SAND
Field Test / Rock Cores
75
mm
Depth
( m )
Thick-
ness
( m )
W
G
medium grain SAND
Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
75
mm
75
mm Legend
Dense, light grey, clayey SAND
Sheet Borehole Ref. No.
4 of 6 BH-39
2.96
-DITTO-
1.64
1.35
'N' Value
0 10 20 30 40 50
40.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx
42.000 5 2 4 6 8 6 . . . xx
P22/D22 N= 24 . . . xx
42.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
43.500 2 3 4 5 4 5 . . . xx
P23/D23 N= 18 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 44.91
45.000 3 5 5 5 5 5 . . . ---
P24/D24 N= 20 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
22/1/2019 46.500 2 4 4 5 6 8 . . . ---
P25/D25 N= 23 . . . ---
46.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
48.000 . . . ---
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 290/450mm
Rec : 380/450mm
Rec : 310/450mm
Rec : 320/450mm
-DITTO-
Medium dense, light grey, silty fine grain
Rec : 270/450mm
grain SAND
22/1/19 8:30 57.00
19:00 72.00
Checked by:
22/1/19
Prepared by:
19:00 42.00
21/1/19 8:30 42.00
Decayed
Matter21/1/19 19:00 57.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
SAND
Medium dense, medium grey, silty fine
Medium dense, light grey, clayey SAND
4.48
20/1/19 8:30 -
20/1/19
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 3 5 6 7 8 6 . . . xx
P26/D26 N= 27 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
49.500 4 3 6 4 4 4 . . . xx
P27/D27 N= 18 . . . xx
49.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 51.00
51.000 3 5 4 4 4 4 --- xx
P28/D28 N= 16 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx 52.42
52.500 2 4 5 4 3 6 --- ---
P29/D29 N= 18 --- ---
52.950 --- ---
-48199.801
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/1/2019
Reduced Level (mRL):
-5.8218
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/1/2019 N -33139.860
Rec : 320/450mm
Rec : 305/450mm
Depth
( m )
Thick-
ness
( m )
Description
Very stiff, light to medium grey, silty
Rec : 260/450mm
75
mm
Very stiff, medium to dark grey, CLAY
Rec : 240/450mm
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Legend
75
mm
Depth
( m ) Te
st
75
mm
Sample
No.
TC
R (
m)
75
mm
75
mm
CR
R %
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
RQ
D %
75
mm
CLAY
Sheet Borehole Ref. No.
5 of 6
W
G
BH-39
E
Standard Penetration Test Graph
6.09
-DITTO-
-DITTO-
1.42
'N' Value
0 10 20 30 40 50
52.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- --- 53.91
54.000 3 4 5 5 5 5 --- xx
P30/D30 N= 20 --- xx
54.450 --- xx
--- xx
--- xx
--- xx
--- xx 55.30
55.500 2 4 5 5 4 5 --- ---
P31/D31 N= 19 --- ---
55.950 --- ---
--- ---
--- ---
--- ---
--- ---
--- ---
57.000 3 5 4 6 5 7 --- ---
P32/D32 N= 22 --- ---
57.450 --- ---
--- ---
--- ---
--- ---
--- --- 58.45
58.500 4 6 6 7 8 8 . . . xx
P33/D33 N= 29 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Remarks :
SAND
3.15
57.00
22/1/19
Very stiff, light to medium grey, silty
8:30 57.00
Checked by:
22/1/19
Prepared by:
42.00
20/1/19 8:30 -
72.00
20/1/19 19:00 42.00
21/1/19
21/1/19
Rec : 275/450mm
Rec : 250/450mm
19:00
8:30
Decayed
Matter19:00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Rec : 335/450mm
Depth of
Water
(m)
Rec : 220/450mm
Rec : 240/450mm
Medium dense, light grey, silty fine grain
CLAY
Very stiff, dark grey, CLAY with traces
of peats
Very stiff, dark grey, CLAY
1.39
1.49
1.55
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 3 6 8 9 10 9 . . . ---
P34/D34 N= 36 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
Reduced Level (mRL):
-5.8218
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
0.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 22/1/2019
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 20/1/2019 N -33139.860
Borehole terminated at depth 60.45m
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-39
E -48199.801
Rec : 300/450mm
Desnse, medium grey, clayey SAND
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Prepared by:
22/1/19 8:30
20/1/19 19:00 42.00
22/1/19 72.00
Decayed
Matter21/1/19 19:00 57.00
Checked by:
57.00
19:00
21/1/19 8:30 42.00
Remarks :
20/1/19 8:30 -
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
18/1/2019 0.000 --- xx
--- xx
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
1.500 1 1 1 1 1 1 . . . ---
P1/D1 N= 4 . . . --- SAND
1.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 2.90
3.000 0 1 0 1 0 1 --- xx 7.55 Very soft, medium to dark grey, silty
P2/D2 N= 2 --- xx CLAY
4.000 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
4.500 --- . . . Top: Medium grey, sandy CLAY
19/1/2019 UD1 --- . . .
8:00 --- . . . Bottom: DITTO
Vertical
Rec: 360/450mm
Rec: 930/1000mm
2.60
Rec: 260/450mm
TOPSOIL
BH-406
Date Started
1
Very soft, light grey, silty CLAY0.30
Date Completed
W
G
Depth
( m )
E
PULAU INDAH 18/1/2019 N -33261.479
Sheet Borehole Ref. No.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
of
Coordinates
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Client ConsultantType of
Boring
Boring
Dia.
(mm)
75
mm
Depth
( m )Legend
75
mm
Te
st Casing
Record
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Field Test / Rock Cores
75
mm
Sample
No.
TC
R (
m)
Very loose, brownish to greyish, clayey
20/1/2019
Description
Thick-
ness
( m )
0.30
100ROTARY
WASHHSS INTEGRATED SDN. BHD.
75
mm
75
mm
75
mm
CR
R %
RQ
D %
WESTPORTS (M) DDN. BHD.-6.1056
Job No.
SG/1281/2018
Reduced Level (mRL):
Orientation -47971.256
'N' Value
0 10 20 30 40 50
8:00 --- . . . Bottom: DITTO
(5.10m) --- . . .
5.500 --- . . .
--- . . .
--- . . .
6.000 0 1 1 0 1 1 --- xx Soft, light to medium grey, silty CLAY
P3/D3 N= 3 --- xx
6.450 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
7.500 --- . . . Top: Light to medium grey, sandy CLAY
UD2 --- . . .
--- . . . Bottom: DITTO
--- . . .
8.500 --- . . .
--- . . .
--- . . .
9.000 1 1 2 2 2 2 --- xx Loose, brownish to medium grey, silty
P4/D4 N= 8 --- xx fine grain SAND
9.450 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 10.45
10.500 1 2 2 1 2 2 . . . xx Loose, medium to dark grey, silty medium
P5/D5 N= 7 . . . xx grain SAND with some of organic matter
10.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
12.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt OFF SHORE
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
Rec: 300/450mm
Rec: 920/1000mm
Rec: 160/450mm
20/1/19
56.00
56.00
18/1/19 19:00
41.00
-
Legend Depth of
Casing
(m)
8:30
8:30
Remarks :
8:30
Time
20/1/19 19:00 71.00
Decayed
Matter19/1/19 19:00
Depth of
Hole (m)
41.00
19/1/19
18/1/19
Date
Depth of
Water
(m)
Rec: 190/450mm
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
12.000 1 2 2 3 2 3 . . . xx
P6/D6 N= 10 . . . xx
12.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 13.30
13.500 0 1 1 1 1 1 --- xx
P7/D7 N= 4 --- xx
13.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 14.90
15.000 --- . . .
UD3 --- . . .
--- . . .
--- . . .
16.000 --- . . .
--- . . .
--- . . . 16.45
16.500 2 3 4 5 6 5 xx . . .
P8/D8 N= 20 xx . . .
16.950 xx . . .
Rec : 240/450mm
Rec : 290/450mm
Rec : 960/1000mm
1.60
2.85
Very stiff, light grey, sandy SILT
grain SAND
Top: Medium grey, sandy CLAY
SOIL / STRATUM DETAILS
Loose, medium to dark grey, silty medium
Sheet Borehole Ref. No.STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622 6of2 BH-40
Standard Penetration Test Graph
Field Test / Rock Cores
Sample
No.
CR
R %
RQ
D %
75
mm
SAMPLE / INSITU TEST
Depth
( m )
75
mm
75
mm
75
mm
75
mm
75
mm Description
Casing
Record
Thick-
ness
( m )
W
GLegend
Depth
( m )Te
st
TC
R (
m)
Soft, medium grey, silty CLAY
Bottom: DITTO
Job No. Date Started
1.55
HSS INTEGRATED SDN. BHD. ROTARY
WASH
E -47971.256
WESTPORTS (M) DDN. BHD.
Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N -33261.479
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
100 Vertical 20/1/2019Reduced Level (mRL):
-6.1056
Rec : 280/450mm
'N' Value
0 10 20 30 40 50
16.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 17.90
18.000 2 3 4 5 4 4 . . . xx
P9/D9 N= 17 . . . xx
18.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 19.40
19.500 3 4 4 5 6 6 xx . . .
P10/D10 N= 21 xx . . .
19.950 xx . . .
xx . . .
xx . . .
xx . . .
xx . . .
xx . . . 20.90
21.000 2 3 3 4 5 7 . . . ---
P11/D11 N= 19 . . . ---
21.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 22.49
22.500 4 6 6 7 8 8 . . . xx
P12/D12 N= 29 . . . xx
22.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
24.000 . . . xx
Soil Legend
= Standard Penetration Test
xxxx
xxx Silt
= Undisturbed Sample
------
------ Clay- -
= Disturbed Sample
. . . .
. . . . Sand30.00 -
= Cored Sample
oooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Rec : 300/450mm
Rec : 280/450mm
Medium dense, light to medium grey, silty
meidum grain SAND
Medium dense, brownish to greyish, silty
medium grain SAND
Very stiff, light grey, sandy SILT
18/1/19 8:30 -
41.00
Legend Remarks :Depth of
Water
(m)
Time
Depth
of
Casing
(m)
Date
Decayed
Matter19/1/19
Rec : 285/450mm
Medium dense, light to medium grey,
clayey SAND
Depth of
Hole (m)
18/1/19
56.0019:00
20/1/19 8:30 56.00
8:3019/1/19
19:00 41.00
20/1/19 19:00 71.00
Checked by:
Rec : 280/450mm
Rec : 270/450mm
1.50
1.50
1.45
Prepared by:
1.59
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
24.000 3 5 5 6 6 7 . . . xx
P13/D13 N= 24 . . . xx
24.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 25.46
25.500 4 5 6 8 9 9 . . . ---
P14/D14 N= 32 . . . ---
25.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
27.000 3 7 8 9 10 8 . . . ---
P15/D15 N= 35 . . . ---
27.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 28.45
28.500 3 4 5 5 5 6 --- xx
P16/D16 N= 21 --- xx
28.950 --- xx
Description
Field Test / Rock Cores
Casing
RecordLegend
Depth
( m )
Thick-
ness
( m )
Dense, medium grey spotted dark grey,
W
G
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
RQ
D %
75
mm
75
mm
75
mm
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19
Sheet Borehole Ref. No.
3 of 6 BH-40
Job No. Date Started Coordinates
Rec : 430/450mm
Rec : 320/450mm
clayey SAND
Rec : 260/450mm
Rec : 245/450mm
-DITTO-
-DITTO-
Very stiff, medium grey, silty CLAY
Orientation Date Completed
Reduced Level (mRL):
-6.1056
PULAU INDAH SG/1281/2018 18/1/2019 N -33261.479
ConsultantType of
Boring
Boring
Dia.
(mm)
E -47971.256
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical 20/1/2019
2.99
2.97
Client
'N' Value
0 10 20 30 40 50
28.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx
30.000 2 3 4 5 5 4 --- xx
P17/D17 N= 18 --- xx
30.450 --- xx
--- xx
--- xx
--- xx
--- xx
19/1/2019 31.500 3 4 5 4 4 6 --- xx
P18/D18 N= 19 --- xx
31.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 32.80
33.000 3 5 7 6 7 8 . . . ---
P19/D19 N= 28 . . . ---
33.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 34.40
34.500 3 5 4 5 6 7 --- . . .
P20/D20 N= 22 --- . . .
34.950 --- . . .
--- . . .
--- . . .
--- . . .
--- . . .
36.000 --- . . . 36.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Checked by:
8:30 56.00
20/1/19
Rec : 340/450mm
-DITTO-
Remarks :
Prepared by:
20/1/19
19:00 71.00
19/1/19 8:30 41.00
18/1/19 8:30 -
Decayed
Matter19/1/19 19:00 56.00
18/1/19 19:00 41.00
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 430/450mm
Rec : 200/450mm
Rec : 250/450mm
clayey SAND
Medium dense, light to medium grey,
Rec : 290/450mm
-DITTO-
Very stiff, medium grey, sandy CLAY
4.35
1.60
1.60
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
36.000 4 4 6 7 6 5 . . . ---
P21/D21 N= 24 . . . ---
36.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 37.40
37.500 2 4 5 4 4 5 --- xx
P22/D22 N= 18 --- xx
37.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 38.90
39.000 3 3 5 4 6 6 --- . . .
P23/D23 N= 21 --- . . .
39.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 40.35
40.500 3 4 5 6 8 8 . . . ---
P24/D24 N= 27 . . . ---
40.950 . . . ---
1.40
Very stiff, medium grey, very clayey
SAND
CLAY
CLAY
Sheet Borehole Ref. No.
4 of 6 BH-40
Very stiff, light to medium grey, sandy
Casing
Record
75
mm
75
mm
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
75
mm
75
mm Description
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st Sample
No.
TC
R (
m)
CR
R %
RQ
D %
Field Test / Rock Cores
75
mm
Depth
( m )
1.45
1.50
Thick-
ness
( m )
W
G
Very stiff, light to medium grey, silty
Medium dense, light grey, clayey SAND
-33261.479
Rec : 285/450mm
Rec : 230/450mm
Rec : 200/450mm
Rec : 200/450mm
-47971.256
WESTPORTS (M) DDN. BHD.
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N
20/1/2019Reduced Level (mRL):
-6.1056
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed E
HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
75
mm Legend
'N' Value
0 10 20 30 40 50
40.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . ---
42.000 4 4 5 7 8 10 . . . ---
P25/D25 N= 29 . . . ---
42.450 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 43.45
43.500 3 4 7 6 7 7 . . . xx
P26/D26 N= 28 . . . xx
43.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
. . . xx 44.98
45.000 4 4 6 6 8 7 . . . ---
P27/D27 N= 27 . . . ---
45.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . --- 46.46
20/1/2019 46.500 4 6 6 5 7 7 . . . xx
P28/D28 N= 25 . . . xx
46.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
48.000 . . . xx
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Medium dense, brownish grey, very
medium grain SAND with some of
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Remarks :
18/1/19 8:30 -
18/1/19 19:00 41.00
20/1/19
19/1/19 8:30 41.00
Decayed
Matter19/1/19 19:00 56.00
8:30 56.00
19:00 71.00
Checked by: Prepared by:
20/1/19
Medium dense, brownish grey, silty fine
Rec : 230/450mm
grain SAND
Medium dense, medium grey, silty
organic matter
clayey SAND
Rec : 180/450mm
Rec : 200/450mm
Rec : 225/450mm
Rec : 270/450mm
-DITTO-
3.10
1.48
1.53
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
48.000 5 5 7 7 6 7 . . . xx
P29/D29 N= 27 . . . xx
48.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx 49.47
49.500 4 5 7 8 6 8 . . . ---
P30/D30 N= 29 . . . ---
49.950 . . . ---
. . . ---
. . . ---
. . . ---
. . . ---
. . . --- 51.00
51.000 3 3 4 4 6 5 --- xx
P31/D31 N= 19 --- xx
51.450 --- xx
--- xx
--- xx
--- xx
--- xx
52.500 4 4 5 5 5 7 --- xx
N= 22 --- xx
52.950 P32/D32 --- xx
clayey SAND
Standard Penetration Test Graph
Medium dense, brownish grey, silty
Medium dense, brownish grey, very
-DITTO-
Very stiff, medium grey, silty CLAY
Sheet Borehole Ref. No.
5 of 6
W
G
BH-40
E
75
mm
75
mm
CR
R %
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
Casing
Record
Field Test / Rock Cores
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS
Legend
75
mm
Depth
( m ) Te
st Sample
No.
TC
R (
m)
Depth
( m )
Thick-
ness
( m )
Description
75
mm
Rec : 290/450mm
Rec : 240/450mm
Rec : 300/450mm
-33261.479
ConsultantType of
Boring
medium grain SAND with trace of peats
Rec : 250/450mm
75
mm
RQ
D %
75
mm
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N
20/1/2019Reduced Level (mRL):
-6.1056
Client
Boring
Dia.
(mm)
Orientation Date Completed -47971.256
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100 Vertical
3.01
1.53
2.95
'N' Value
0 10 20 30 40 50
52.950 P32/D32 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 53.95
54.000 4 5 5 6 6 5 --- . . .
P33/D33 N= 22 --- . . .
54.450 --- . . .
--- . . .
--- . . .
--- . . .
--- . . . 55.40
55.500 4 4 5 5 7 7 --- xx
P34/D34 N= 24 --- xx
55.950 --- xx
--- xx
--- xx
--- xx
--- xx
--- xx 56.80
57.000 4 6 5 5 6 6 . . . xx
P35/D35 N= 22 . . . xx
57.450 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
58.500 5 5 7 6 6 7 . . . xx
P36/D36 N= 26 . . . xx
58.950 . . . xx
. . . xx
. . . xx
. . . xx
. . . xx
60.000 . . . xx 60.00
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Medium dense, medium grey, silty
medium grain SAND
-DITTO-
Very stiff, medium grey, silty CLAY
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
Rec : 230/450mm
Rec : 240/450mm
Rec : 220/450mm
19:00
8:30
Rec : 300/450mm
Rec : 300/450mm
8:30 -
71.00
18/1/19 19:00 41.00
19/1/19
Checked by:
20/1/19
41.00
Decayed
Matter19/1/19 19:00 56.00
20/1/19 8:30 56.00
Very stiff, brownish grey, sandy CLAY
18/1/19
Prepared by:
Remarks :
1.45
1.40
3.20
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
Client :
Location :
Date
&
Time
60.000 4 6 6 8 7 8 . . . ---
P37/D37 N= 29 . . . ---
60.450 . . . ---
. . . ---
. . . --- 60.45
Rec : 200/450mm
Medium dense, medium grey, very clayey
75
mm
75
mm
Sheet Borehole Ref. No.
6 of 6 BH-40
E -47971.256
Thick-
ness
( m )
W
G
Sample
No.
TC
R (
m)
CR
R %
RQ
D % Casing
Record
75
mm
Field Test / Rock Cores
Legend
SAMPLE / INSITU TEST SOIL / STRATUM DETAILS Standard Penetration Test Graph
Depth
( m ) Te
st
Description
75
mm
Depth
( m )
75
mm
75
mm
SAND
Borehole terminated at depth 60.45m
PROPOSED EXPANSION OF CONTAINER TERMINAL CT10 AND CT19 Job No. Date Started Coordinates
PULAU INDAH SG/1281/2018 18/1/2019 N -33261.479
Vertical 20/1/2019
Client ConsultantType of
Boring
Boring
Dia.
(mm)
Orientation Date Completed
Reduced Level (mRL):
-6.1056
STRATA GEOTECHNICS SDN. BHD. ( Co. No. 393744T )
No. 22, Jalan P4/8, Seksyen 4, Bandar Teknologi Kajang, 43500 Semenyih, Selangor.
Tel : 03-8724 1622, 03-8724 3622; Fax : 03-8724 0622
0.45
WESTPORTS (M) DDN. BHD. HSS INTEGRATED SDN. BHD. ROTARY
WASH100
'N' Value
0 10 20 30 40 50
Soil Legend
= Standard Penetration Testxxxx
xxx Silt
= Undisturbed Sample------
------ Clay- -
= Disturbed Sample. . . . . .
. . . . . . Sand30.00 -
= Cored Sampleoooo
oooo Gravel30.00 -
= Vane Shear Test45.00 -
RQD = Rock Quality Disignation++++
++ Granite45.00 -
TCR = Total Core Recovery Limestone60.00 -
CRR = Core Recovery Ratio Mudstone
Legend
Date TimeDepth of
Hole (m)
Depth
of
Casing
(m)
Depth of
Water
(m)
19/1/19 8:30 41.00
Remarks :
18/1/19 8:30 -
Decayed
Matter19/1/19 19:00 56.00
Checked by:
56.00
19:0020/1/19 71.00
Prepared by:
20/1/19 8:30
18/1/19 19:00 41.00
0 2 4 8 15 30
0 4 10 30 50
V.soft Soft M. Stiff Stiff V. Stiff Hard
Cohesive Soil (N)
V.Loose Loose Medium Dense Dense Very Dense
Non Cohesive Soil (N)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 12/10/2018 12/10/2018 12/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 1
0.0 - 0.3 1 0.3 4 3
0.3 - 0.6 2 0.6 8 2
0.6 - 0.9 4 0.9 8 6
0.9 - 1.2 7 1.2 9 11
1.2 - 1.5 13 1.5 26 34
1.5 - 1.8 19 1.8 22 21
1.8 - 2.1 17 2.1 35 25
2.1 - 2.4 20 2.4 44 45
2.4 - 2.7 32 2.7 49 56
2.7 - 3.0 47 3 41 67
3.0 - 3.3 26 3.3 24 74
3.3 - 3.6 54 3.6 29 89
3.6 - 3.9 69 3.9 66 48
3.9 - 4.2 87 4.2 79 64
4.2 - 4.5 84 4.5 71 75
4.5 - 4.8 99 4.8 88 77
MP1 MP2 MP3
1.205 1.332 1.108
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 99 4.8 88 77
4.8 - 5.1 113 5.1 95 89
5.1 - 5.4 106 5.4 72 103
5.4 - 5.7 111 5.7 96 116
5.7 - 6.0 156 6 101 122
6.0 - 6.3 168 6.3 118 137
6.3 - 6.6 186 6.6 116 149
6.6 - 6.9 197 6.9 134 175
6.9 - 7.2 172 7.2 153 194
7.2 - 7.5 200 7.5 127 187
7.5 - 7.8 224 7.8 200 200
7.8 - 8.1 249 8.1 207 219
8.1 - 8.4 256 8.4 214 222
8.4 - 8.7 291 8.7 261 229
8.7 - 9.0 300 9 245 241
9.0 - 9.3 315 9.3 231 263
9.3 - 9.6 296 9.6 259 286
9.6 - 9.9 287 9.9 300 298
9.9 - 10.2 311 10.2 336 369
10.2 - 10.5 336 10.5 321 333
10.5 - 10.8 348 10.8 329 348
10.8 - 11.1 363 11.1 388 354
11.1 - 11.4 356 11.4 365 362
11.4 - 11.7 377 11.7 379 387
11.7 - 12.0 382 12 389 374
12.0 - 12.3 365 12.3 374 400
12.3 - 12.6 378 12.6 363
12.6 - 12.9 359 12.9 385
12.9 - 13.2 384 13.2 379
13.2 - 13.5 394 13.5 400
13.5 - 13.8 379
13.8 - 14.1 388
14.1 - 14.4 400
14.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 14.10 13.20 12.00
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 12/10/2018 12/10/2018 13/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 2 0.3 3 3
0.3 - 0.6 4 0.6 7 7
0.6 - 0.9 5 0.9 11 9
0.9 - 1.2 3 1.2 16 14
1.2 - 1.5 16 1.5 25 13
1.5 - 1.8 22 1.8 31 23
1.8 - 2.1 43 2.1 39 26
2.1 - 2.4 29 2.4 45 34
2.4 - 2.7 58 2.7 27 38
2.7 - 3.0 69 3 47 47
3.0 - 3.3 51 3.3 56 56
3.3 - 3.6 49 3.6 59 66
3.6 - 3.9 80 3.9 71 97
3.9 - 4.2 88 4.2 85 71
4.2 - 4.5 101 4.5 91 85
4.5 - 4.8 97 4.8 98 89
MP4 MP5 MP6
1.375 1.240 0.983
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 97 4.8 98 89
4.8 - 5.1 111 5.1 100 100
5.1 - 5.4 117 5.4 119 109
5.4 - 5.7 134 5.7 127 116
5.7 - 6.0 102 6 111 131
6.0 - 6.3 145 6.3 151 151
6.3 - 6.6 139 6.6 167 186
6.6 - 6.9 169 6.9 182 174
6.9 - 7.2 200 7.2 177 189
7.2 - 7.5 214 7.5 189 200
7.5 - 7.8 225 7.8 221 217
7.8 - 8.1 238 8.1 206 226
8.1 - 8.4 263 8.4 244 234
8.4 - 8.7 287 8.7 266 263
8.7 - 9.0 251 9 249 279
9.0 - 9.3 294 9.3 273 254
9.3 - 9.6 304 9.6 288 275
9.6 - 9.9 337 9.9 302 288
9.9 - 10.2 352 10.2 309 281
10.2 - 10.5 365 10.5 284 294
10.5 - 10.8 344 10.8 322 277
10.8 - 11.1 384 11.1 329 301
11.1 - 11.4 371 11.4 381 318
11.4 - 11.7 400 11.7 357 366
11.7 - 12.0 12 363 384
12.0 - 12.3 12.3 336 400
12.3 - 12.6 12.6 374
12.6 - 12.9 12.9 400
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 11.40 12.60 12.00
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 13/10/2018 13/10/2018 13/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 1 0.3 2 1
0.3 - 0.6 1 0.6 3 1
0.6 - 0.9 3 0.9 4 2
0.9 - 1.2 4 1.2 5 3
1.2 - 1.5 11 1.5 7 15
1.5 - 1.8 13 1.8 9 13
1.8 - 2.1 17 2.1 10 16
2.1 - 2.4 18 2.4 13 21
2.4 - 2.7 22 2.7 17 29
2.7 - 3.0 23 3 21 35
3.0 - 3.3 26 3.3 25 39
3.3 - 3.6 29 3.6 28 61
3.6 - 3.9 37 3.9 34 59
3.9 - 4.2 44 4.2 44 73
4.2 - 4.5 51 4.5 52 89
4.5 - 4.8 72 4.8 59 121
MP7 MP8 MP9
1.057 1.236 1.320
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 72 4.8 59 121
4.8 - 5.1 81 5.1 79 147
5.1 - 5.4 93 5.4 84 139
5.4 - 5.7 109 5.7 114 179
5.7 - 6.0 95 6 111 166
6.0 - 6.3 119 6.3 156 201
6.3 - 6.6 127 6.6 146 233
6.6 - 6.9 145 6.9 166 256
6.9 - 7.2 166 7.2 200 263
7.2 - 7.5 187 7.5 206 281
7.5 - 7.8 193 7.8 29 285
7.8 - 8.1 200 8.1 214 297
8.1 - 8.4 205 8.4 247 300
8.4 - 8.7 254 8.7 266 311
8.7 - 9.0 289 9 273 322
9.0 - 9.3 271 9.3 292 336
9.3 - 9.6 282 9.6 302 339
9.6 - 9.9 299 9.9 308 354
9.9 - 10.2 314 10.2 312 362
10.2 - 10.5 327 10.5 324 373
10.5 - 10.8 355 10.8 339 387
10.8 - 11.1 376 11.1 349 388
11.1 - 11.4 400 11.4 357 391
11.4 - 11.7 11.7 344 400
11.7 - 12.0 12 337
12.0 - 12.3 12.3 369
12.3 - 12.6 12.6 378
12.6 - 12.9 12.9 400
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 11.10 12.60 11.40
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 13/10/2018 2/10/2018 2/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 2 0.3 1 1
0.3 - 0.6 3 0.6 4 1
0.6 - 0.9 5 0.9 7 2
0.9 - 1.2 7 1.2 9 3
1.2 - 1.5 9 1.5 18 16
1.5 - 1.8 11 1.8 35 11
1.8 - 2.1 13 2.1 44 21
2.1 - 2.4 19 2.4 53 25
2.4 - 2.7 37 2.7 66 14
2.7 - 3.0 46 3 49 11
3.0 - 3.3 55 3.3 57 10
3.3 - 3.6 67 3.6 79 9
3.6 - 3.9 88 3.9 97 31
3.9 - 4.2 154 4.2 124 39
4.2 - 4.5 134 4.5 135 51
4.5 - 4.8 127 4.8 151 62
MP10 MP11 MP12
1.508 1.395 1.427
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 127 4.8 151 62
4.8 - 5.1 167 5.1 178 77
5.1 - 5.4 189 5.4 194 81
5.4 - 5.7 207 5.7 219 94
5.7 - 6.0 274 6 227 104
6.0 - 6.3 246 6.3 247 119
6.3 - 6.6 231 6.6 278 126
6.6 - 6.9 286 6.9 317 152
6.9 - 7.2 261 7.2 336 163
7.2 - 7.5 297 7.5 372 133
7.5 - 7.8 286 7.8 383 173
7.8 - 8.1 300 8.1 400 181
8.1 - 8.4 317 8.4 200
8.4 - 8.7 326 8.7 221
8.7 - 9.0 333 9 239
9.0 - 9.3 344 9.3 257
9.3 - 9.6 369 9.6 279
9.6 - 9.9 377 9.9 324
9.9 - 10.2 389 10.2 364
10.2 - 10.5 400 10.5 386
10.5 - 10.8 10.8 400
10.8 - 11.1 11.1
11.1 - 11.4 11.4
11.4 - 11.7 11.7
11.7 - 12.0 12
12.0 - 12.3 12.3
12.3 - 12.6 12.6
12.6 - 12.9 12.9
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 11.10 12.60 10.50
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 2/10/2018 1/10/2018 1/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 1 0.3 1 2
0.3 - 0.6 1 0.6 1 3
0.6 - 0.9 2 0.9 1 4
0.9 - 1.2 1 1.2 2 9
1.2 - 1.5 4 1.5 7 21
1.5 - 1.8 3 1.8 6 27
1.8 - 2.1 5 2.1 5 22
2.1 - 2.4 6 2.4 4 44
2.4 - 2.7 10 2.7 21 86
2.7 - 3.0 9 3 27 107
3.0 - 3.3 14 3.3 33 130
3.3 - 3.6 16 3.6 44 164
3.6 - 3.9 32 3.9 51 186
3.9 - 4.2 37 4.2 59 191
4.2 - 4.5 46 4.5 67 210
4.5 - 4.8 48 4.8 78 207
MP13 MP14 MP15
1.354 1.409 1.511
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 48 4.8 78 207
4.8 - 5.1 55 5.1 199 231
5.1 - 5.4 59 5.4 109 249
5.4 - 5.7 72 5.7 111 263
5.7 - 6.0 83 6 121 289
6.0 - 6.3 98 6.3 119 300
6.3 - 6.6 114 6.6 107 336
6.6 - 6.9 123 6.9 129 371
6.9 - 7.2 124 7.2 149 344
7.2 - 7.5 121 7.5 172 364
7.5 - 7.8 116 7.8 183 357
7.8 - 8.1 151 8.1 198 389
8.1 - 8.4 163 8.4 171 400
8.4 - 8.7 177 8.7 200
8.7 - 9.0 164 9 211
9.0 - 9.3 189 9.3 226
9.3 - 9.6 200 9.6 231
9.6 - 9.9 204 9.9 267
9.9 - 10.2 219 10.2 265
10.2 - 10.5 237 10.5 274
10.5 - 10.8 221 10.8 289
10.8 - 11.1 274 11.1 300
11.1 - 11.4 300 11.4 350
11.4 - 11.7 345 11.7 337
11.7 - 12.0 362 12 371
12.0 - 12.3 379 12.3 381
12.3 - 12.6 386 12.6 400
12.6 - 12.9 381 12.9
12.9 - 13.2 389 13.2
13.2 - 13.5 400 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 13.20 12.30 8.10
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 1/10/2018 29/09/2018 2/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 3 0.3 1 1
0.3 - 0.6 11 0.6 1 1
0.6 - 0.9 19 0.9 3 1
0.9 - 1.2 29 1.2 5 2
1.2 - 1.5 35 1.5 14 2
1.5 - 1.8 51 1.8 27 2
1.8 - 2.1 77 2.1 35 3
2.1 - 2.4 86 2.4 46 5
2.4 - 2.7 126 2.7 57 9
2.7 - 3.0 161 3 68 7
3.0 - 3.3 181 3.3 55 8
3.3 - 3.6 207 3.6 79 41
3.6 - 3.9 235 3.9 99 56
3.9 - 4.2 269 4.2 111 71
4.2 - 4.5 282 4.5 121 83
4.5 - 4.8 291 4.8 143 64
MP16 MP17 MP18
1.486 1.179 1.284
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 291 4.8 143 64
4.8 - 5.1 257 5.1 129 95
5.1 - 5.4 241 5.4 135 89
5.4 - 5.7 303 5.7 163 102
5.7 - 6.0 285 6 171 119
6.0 - 6.3 299 6.3 191 124
6.3 - 6.6 337 6.6 204 156
6.6 - 6.9 366 6.9 221 161
6.9 - 7.2 374 7.2 229 174
7.2 - 7.5 380 7.5 275 222
7.5 - 7.8 389 7.8 286 233
7.8 - 8.1 400 8.1 306 249
8.1 - 8.4 8.4 281 271
8.4 - 8.7 8.7 327 316
8.7 - 9.0 9 340 362
9.0 - 9.3 9.3 365 339
9.3 - 9.6 9.6 351 374
9.6 - 9.9 9.9 386 381
9.9 - 10.2 10.2 390 400
10.2 - 10.5 10.5 400
10.5 - 10.8 10.8
10.8 - 11.1 11.1
11.1 - 11.4 11.4
11.4 - 11.7 11.7
11.7 - 12.0 12
12.0 - 12.3 12.3
12.3 - 12.6 12.6
12.6 - 12.9 12.9
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 7.80 10.20 8.10
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 2/10/2018 1/10/2018 1/10/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 1 0.3 1 2
0.3 - 0.6 1 0.6 2 3
0.6 - 0.9 2 0.9 3 5
0.9 - 1.2 3 1.2 5 7
1.2 - 1.5 4 1.5 11 10
1.5 - 1.8 5 1.8 19 14
1.8 - 2.1 7 2.1 17 22
2.1 - 2.4 9 2.4 21 26
2.4 - 2.7 11 2.7 29 31
2.7 - 3.0 13 3 37 49
3.0 - 3.3 15 3.3 45 41
3.3 - 3.6 17 3.6 51 53
3.6 - 3.9 24 3.9 67 71
3.9 - 4.2 33 4.2 74 77
4.2 - 4.5 41 4.5 80 65
4.5 - 4.8 49 4.8 109 100
MP19 MP20 MP21
1.434 1.588 1.639
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 49 4.8 109 100
4.8 - 5.1 57 5.1 112 131
5.1 - 5.4 63 5.4 117 154
5.4 - 5.7 83 5.7 138 141
5.7 - 6.0 101 6 154 159
6.0 - 6.3 113 6.3 187 167
6.3 - 6.6 137 6.6 192 184
6.6 - 6.9 121 6.9 174 171
6.9 - 7.2 127 7.2 161 189
7.2 - 7.5 156 7.5 138 200
7.5 - 7.8 173 7.8 154 206
7.8 - 8.1 167 8.1 189 213
8.1 - 8.4 183 8.4 170 219
8.4 - 8.7 200 8.7 200 284
8.7 - 9.0 214 9 217 289
9.0 - 9.3 229 9.3 211 302
9.3 - 9.6 235 9.6 245 346
9.6 - 9.9 273 9.9 259 371
9.9 - 10.2 289 10.2 273 337
10.2 - 10.5 334 10.5 289 381
10.5 - 10.8 354 10.8 304 377
10.8 - 11.1 381 11.1 316 381
11.1 - 11.4 400 11.4 321 400
11.4 - 11.7 11.7 349
11.7 - 12.0 12 363
12.0 - 12.3 12.3 387
12.3 - 12.6 12.6 391
12.6 - 12.9 12.9 400
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 7.80 10.20 8.10
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 29/09/2018 29/09/2018 29/09/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 1 0.3 1 1
0.3 - 0.6 2 0.6 1 2
0.6 - 0.9 1 0.9 2 1
0.9 - 1.2 3 1.2 2 3
1.2 - 1.5 5 1.5 4 3
1.5 - 1.8 8 1.8 7 5
1.8 - 2.1 7 2.1 5 7
2.1 - 2.4 8 2.4 9 8
2.4 - 2.7 12 2.7 11 41
2.7 - 3.0 19 3 41 53
3.0 - 3.3 23 3.3 57 65
3.3 - 3.6 26 3.6 64 74
3.6 - 3.9 33 3.9 74 87
3.9 - 4.2 39 4.2 69 95
4.2 - 4.5 48 4.5 56 106
4.5 - 4.8 51 4.8 49 111
MP22 MP23 MP24
1.273 1.360 1.407
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 51 4.8 49 111
4.8 - 5.1 66 5.1 74 131
5.1 - 5.4 87 5.4 82 146
5.4 - 5.7 74 5.7 94 174
5.7 - 6.0 91 6 99 163
6.0 - 6.3 88 6.3 105 197
6.3 - 6.6 119 6.6 108 201
6.6 - 6.9 153 6.9 116 213
6.9 - 7.2 177 7.2 121 217
7.2 - 7.5 153 7.5 141 244
7.5 - 7.8 187 7.8 149 263
7.8 - 8.1 199 8.1 155 279
8.1 - 8.4 189 8.4 161 297
8.4 - 8.7 185 8.7 200 301
8.7 - 9.0 227 9 209 309
9.0 - 9.3 244 9.3 237 335
9.3 - 9.6 264 9.6 263 354
9.6 - 9.9 291 9.9 269 361
9.9 - 10.2 271 10.2 289 376
10.2 - 10.5 301 10.5 247 388
10.5 - 10.8 356 10.8 277 379
10.8 - 11.1 374 11.1 291 400
11.1 - 11.4 391 11.4 312
11.4 - 11.7 400 11.7 358
11.7 - 12.0 12 384
12.0 - 12.3 12.3 400
12.3 - 12.6 12.6
12.6 - 12.9 12.9
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 11.40 12.00 10.80
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 29/09/2018 28/09/2018 28/09/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 1 0.3 2 1
0.3 - 0.6 1 0.6 1 2
0.6 - 0.9 2 0.9 1 3
0.9 - 1.2 2 1.2 3 6
1.2 - 1.5 4 1.5 5 8
1.5 - 1.8 7 1.8 7 13
1.8 - 2.1 5 2.1 14 26
2.1 - 2.4 9 2.4 27 19
2.4 - 2.7 13 2.7 36 24
2.7 - 3.0 21 3 45 37
3.0 - 3.3 42 3.3 61 56
3.3 - 3.6 27 3.6 76 63
3.6 - 3.9 34 3.9 93 75
3.9 - 4.2 49 4.2 113 89
4.2 - 4.5 57 4.5 142 77
4.5 - 4.8 60 4.8 159 84
MP25 MP26 MP27
1.369 0.534 1.298
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 60 4.8 159 84
4.8 - 5.1 85 5.1 101 112
5.1 - 5.4 71 5.4 121 98
5.4 - 5.7 88 5.7 139 118
5.7 - 6.0 94 6 154 107
6.0 - 6.3 109 6.3 171 145
6.3 - 6.6 113 6.6 189 138
6.6 - 6.9 121 6.9 203 157
6.9 - 7.2 129 7.2 218 194
7.2 - 7.5 151 7.5 253 204
7.5 - 7.8 163 7.8 279 177
7.8 - 8.1 144 8.1 307 216
8.1 - 8.4 170 8.4 301 239
8.4 - 8.7 189 8.7 344 259
8.7 - 9.0 197 9 303 264
9.0 - 9.3 201 9.3 387 283
9.3 - 9.6 204 9.6 371 288
9.6 - 9.9 235 9.9 388 323
9.9 - 10.2 269 10.2 384 336
10.2 - 10.5 283 10.5 400 358
10.5 - 10.8 303 10.8 374
10.8 - 11.1 316 11.1 367
11.1 - 11.4 333 11.4 386
11.4 - 11.7 349 11.7 400
11.7 - 12.0 370 12
12.0 - 12.3 388 12.3
12.3 - 12.6 386 12.6
12.6 - 12.9 400 12.9
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 12.60 10.20 11.40
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
STRATA GEOTECHNICS SDN BHD (Co. No. 393744- T)
No. 22, Jalan P4/8, Section 4 Bandar Teknologi Kajang,
43500 Semenyih, Selangor Darul Ehsan.
Tel : 03 8724 1622 / 03 8724 3622 Fax : 03 8724 0622
Job No.SG/1281/2018
Project : SOIL INVESTIGATIONS FOR WESTPORTS EXPANSION CT10 & CT19
Position No.
Reduced Level (m)
Date 28/09/2018 28/09/2018 28/09/2018
Depth No. of No. of No. of
(m) Blows Blows Blows
0.00 0 0 0 0
0.0 - 0.3 2 0.3 4 7
0.3 - 0.6 2 0.6 3 9
0.6 - 0.9 3 0.9 21 32
0.9 - 1.2 5 1.2 13 17
1.2 - 1.5 9 1.5 11 14
1.5 - 1.8 17 1.8 33 28
1.8 - 2.1 31 2.1 49 42
2.1 - 2.4 29 2.4 21 27
2.4 - 2.7 26 2.7 16 18
2.7 - 3.0 39 3 66 20
3.0 - 3.3 53 3.3 45 30
3.3 - 3.6 51 3.6 54 32
3.6 - 3.9 83 3.9 96 46
3.9 - 4.2 98 4.2 107 66
4.2 - 4.5 101 4.5 113 45
4.5 - 4.8 107 4.8 141 23
MP28 MP29 MP30
1.347 1.133 1.271
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
0
0.5
1
1.5
2
2.5
3
3.5
4
0 50
10
0
15
0
20
0
25
0
30
0
35
0
40
0
No of Blows
4.5 - 4.8 107 4.8 141 23
4.8 - 5.1 121 5.1 177 65
5.1 - 5.4 117 5.4 189 58
5.4 - 5.7 137 5.7 183 75
5.7 - 6.0 133 6 207 75
6.0 - 6.3 177 6.3 239 100
6.3 - 6.6 197 6.6 271 105
6.6 - 6.9 208 6.9 194 85
6.9 - 7.2 231 7.2 217 65
7.2 - 7.5 263 7.5 183 107
7.5 - 7.8 247 7.8 174 135
7.8 - 8.1 254 8.1 221 147
8.1 - 8.4 292 8.4 229 82
8.4 - 8.7 303 8.7 261 170
8.7 - 9.0 281 9 257 190
9.0 - 9.3 311 9.3 293 257
9.3 - 9.6 322 9.6 301 291
9.6 - 9.9 339 9.9 309 275
9.9 - 10.2 351 10.2 317 283
10.2 - 10.5 327 10.5 329 345
10.5 - 10.8 369 10.8 337 389
10.8 - 11.1 383 11.1 304 400
11.1 - 11.4 354 11.4 361
11.4 - 11.7 341 11.7 383
11.7 - 12.0 359 12 400
12.0 - 12.3 388 12.3
12.3 - 12.6 400 12.6
12.6 - 12.9 12.9
12.9 - 13.2 13.2
13.2 - 13.5 13.513.5 - 13.813.8 - 14.114.1 - 14.414.4 - 14.7
14.7 - 15.0
Water level (m) Ground Level Ground Level Ground Level
Final Depth (m) 12.30 11.70 10.80
Tested by Suhaimi Suhaimi Suhaimi
Remarks
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Dep
th (
m)